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Home My WebLink AboutRMDL2003-02033 CINEMARK 16 1401 EARL RUDDER FWY S BUIDING PERMITCity of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . Parcel Number . . Property Address Subdivision Name Legal Description Property Zoning Owner . . . Contractor Application number Description of Work Construction type . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . 10/19/04 289000-0001-0010 1401 EARL RUDDER FWY S COLLEGE STATION TX 77840 GATEWAY PARK GATEWAY PARK, BLOCK 1, LOT 1 R EPLAT & ADJ 1.523 ACS, ACRES 1 1.452 UNKNOWN CINEMA PROPERTIES INC H C BECK 214 303-6200 03-00002033 000 000 COMMERCIAL, REMODEL/RENOVATION NON-COMBUSTIBLE ASSEMBLY (IBC) Building OfficiAl VOID UNLESS SIGNED BY BUILDING OFFICIAL City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . Owner . . . . . . . . . Contractor . . . . . . 10/13/03 289000-0001-0010 1401 EARL RUDDER FWY S COLLEGE STATION TX 77840 GATEWAY PARK _- GATEWAY PARK, BLOCK 1, LOT 1 R EPLAT & ADJ 1.523 ACS, ACRES 1 1.452 UNKNOWN CINEMA PROPERTIES INC H C BECK 214 303-6200 Application number 03-00002033 000 000 Description of Work COMMERCIAL, REMODEL/RENOVATION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . ASSEMBLY -LARGE (SBC) Flood Zone . . . . . . Special conditions . . FOR AUDITORIUMS 5 AND 6 ONLY Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 CERTI F I CATE O F O C C U P A N C Y ISSUE DATE: PARCEL NUMBER: PROPERTY ADDRESS: SUBDIVISON NAME: LEGAL DESCRIPTION: PROPERTY ZONING OWNER: AUDITORIUM 1 THRU 4 ONLY 09-19-03 1401 EARL RUDDER FRWY S COLLEGE STATION, TX 77845 CINEMA PROPERTIES 3900 DALLAS PKWY STE 500 PLANO, TX 75093-7865 CONTRACTOR: H C BECK 1807 ROSS AVENUE, STE 500 DALLAS, TX (979) 693-7830 APPLICATION NUMBER: DESCRIPTION OF WORK: CONSTRUCTION TYPE: OCCUPANCY TYPE: 03-2033 COMMERCIAL, THEATRE TYPE VIU - UNPROTECTED ASSEMBLY BUILDING OFFICIAL r City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F O C C U P A N C Y Issue Date P E R M A N E N T . 11/10/03 Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . 289000-0001-0010 1401 EARL RUDDER FWY S COLLEGE STATION TX 77840 GATEWAY PARK GATEWAY PARK, BLOCK 1, LOT 1 R EPLAT & ADJ 1.523 ACS, ACRES 1 1.452 UNKNOWN Owner . . . . . . . . . CINEMA PROPERTIES INC Contractor . . . . . . H C BECK 214 303-6200 Application number 03-00002033 000 000 Description of Work COMMERCIAL, REMODEL/RENOVATION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . ASSEMBLY -LARGE (SBC) Flood Zone . . . . . . Special conditions . . all buildings are CO,except 9 & 12. Buildings that are CO are: 1-4 5-6 7-8 10-11. Approved . . . . _ze'v� e�� Building Official' VOID UNLESS SIGNED BY BUILDING OFFICIAL City of College Station _ . . -11-01 TIEXAS AVENUE - COLLEGE S;CATI ON TX 4 7 7 8_4 0 -- L' T E M P O R A R Y C O T E M P O R A R Y Issue Date . . . . . . Expiration Date . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . Owner . . . . . . . . . Contractor . . . . 6/29/04 7/30/04 289000-0001-0010 1401 EARL RUDDER FWY S COLLEGE STATION TX 77840 GATEWAY PARK GATEWAY PARK, BLOCK 1, LOT 1 R EPLAT & ADJ 1.523 ACS, ACRES 1 1.452 UNKNOWN CINEMA PROPERTIES INC H C BECK 214 303-6200 Application number 03-00002033 000 000 Description of Work COMMERCIAL, REMODEL/RENOVATION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . ASSEMBLY (IBC) Flood Zone . . . Special conditions COMPLETE WORK ASSOCIATED WITH COMPACTOR PER APPROVED SITE PLAN COMPLETE FIRE LANE MARKINGS PER APPROVED SITE PLAN REMOVE ALL CONSTRUCTION DEBRIS , STORAGE CONTAINERS , JOB OFFICE , AND JOB SIGNAGE FROM SITE PROVIDE ADDITIONAL HANDRAIL ON INTERIOR PER DISCUSSION WITH BUILDING INSPECTOR Approved . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL 10 0-71 Susan Stanley - Re: Hollywood Theater _ Page 1 From: Bridgette George To: Susan Stanley Date: 12/22/2003 8:26:01 AM Subject: Re: Hollywood Theater They're good to go. --------------------- Bridgette George Asst. Development Manager City of College Station P.O. Box 9960 College Station, TX 77842-9960 979.764.3570 --------------------- bgeorge@cstx.gov www.ci.college-station.tx.us >>> Susan Stanley 12/22/2003 8:08:48 AM >>> Auditoriums 13,14,15 and 16 This is the second request I have heard from Fire and Anthony Hamilton Susan Stanley City of College Station CSR Development Services sstanley(a cstx.ciov 979-764-3741 Gina Carrillo - Re: Calling for CO_@ 1401 Earl Rudder Fwy S _. _Page 1 From: Anthony Hamilton To: Gina Carrillo Date: 12/12/2003 2:24:01 PM Subject: Re: Calling for CO @ 1401 Earl Rudder Fwy S It's OK >>> Gina Carrillo 12/12/2003 11:13:37 AM >>> on aud. 13, 14, 15, 16. BP # 03-2033 CC: Devel Service Front Counter; Peter G Garcia ! ^ina Carrillo - Re: Calling for CO @ Earl Rudder Fwy S J - ` x Page 1 From: Raymond Olson To: Gina Carrillo Date: 12/12/2003 11:17:44 AM Subject: Re: Calling for CO @ 1401 Earl Rudder Fwy S they are okay. >>> Gina Carrillo 12/12/03 11:13AM >>> on aud. 13, 14, 15, 16. BP # 03-2033 ....ram. � Mandi Alford - Re: Calling -fCbb'd 14-1 Earl Rudder Fwy S H.. Page,1 From: Raymond Olson To: Anthony Hamilton; Bridgette George; Gina Carrillo; Jerry Duffey; Jon Mies; Lance Simms; Pete Garcia; Steve Smith Date: 11/10/2003 1:21:29 PM Subject: Re: Calling for CO @ 1401 Earl Rudder Fwy S It's good to go. >>> Gina Carrillo 11/07/03 12:59PM >>> Hollywood 16 Theatre 1401 Earl Rudder Fwy S Calling for CO CC: Mandi Alford; Melissa Rodgers; Susan Stanley Gina Carrillo"- Re: Calling for CO @ 14 Earl Rudder Fwy "Page"1 From: Anthony Hamilton To: Gina Carrillo Date: 11/7/2003 4:21:48 PM Subject: Re: Calling for CO @ 1401 Earl Rudder Fwy S It's OK >>> Gina Carrillo 11/07/2003 12:59:34 PM >>> Hollywood 16 Theatre 1401 Earl Rudder Fwy S Calling for CO CC: Bridgette George; Mandi Alford; Peter G Garcia; Susan Stanley Gina Carrillo - Re. Calling for CO @ 14 =arl Rudder Fwy S Page 1 03 �a3.3 From: Bridgette George To: Gina Carrillo Date: 11/7/2003 2:08:57 PM Subject: Re: Calling for CO @ 1401 They're good to go. --------------------- Bridgette George Asst. Development Manager City of College Station P.O. Box 9960 College Station, TX 77842-9960 979.764.3570 bgeorge@cstx.gov www.ci.college-station.tx.us >>> Gina Carrillo 11/7/2003 1:55:15 PM >>> nope Earl Rudder Fwy S >>> Bridgette George 11/7/2003 1:39:28 PM >>> Is this their last CO? --------------------- Bridgette George Asst. Development Manager City of College Station P.O. Box 9960 College Station, TX 77842-9960 979.764.3570 bgeorge(a)cstx.gov www.ci.college-station.tx.us >>> Gina Carrillo 11/7/2003 12:59:34 PM >>> Hollywood 16 Theatre 1401 Earl Rudder Fwy S Calling for CO . .' - Susan Stanley - Re: Calling for CO Page 1 yS +Y 3 From: Raymond Olson To: Anthony Hamilton; Bridgette George; Eric Hurt; Gina Carrillo; Jerry Duffey; Lance Simms; Mandi Alford; Melissa Rodgers; Natalie Ruiz; Pete Garcia; Steve Smith; Susan Stanley Date: 10/15/2003 3:41:50 PM Subject: Re: Calling for CO They are okay. >>> Susan Stanley 10/15/03 12:29PM >>> Hollywood auditoriums 7 & 8 only BP # 03-2033 Susan Stanley City of College Station CSR Development Services sstanley(a)-cstx.gov 979-764-3741 i11J1 1ChG1.71"LVGi1tlG 1-YVUI117 A aJ L%J a 77vv College Station, Texas 77840 Phone 979.764.3570 / Fax 979.76'1.3496 Bate: 1c?.-Oct-04 _ # of pages including cover: 2 If you did not receive a complete fax, please call our office immediately for a new transmittal. TO: , Travis FAX: 21:1.303,6454 COMPANY: Beck RE: C O -for Cinemark FROM: _ Lance Simms — PHONE: 979-764.1520 COMPANY: City of College Station REMARKS: ❑ Urgent [] For your review [] Reply ASAP ® FYI W03 GNVGNViS 3QOW ze pm (S)39Gd 6Z :00 :00 NOI1t and 0LT--b5S9E0EbTZT6 3WdN/'ON XVA ZZ:ST 6T/01 3WI1`3iVG 6t0TVC 'Z30NE[ Va3S OLSEb9t6t6 -131 96VEb9t6t6 Xt d d3S 1N3Wd033A3Q S000 3WdN EZ:ST b00Z/6T/0T 3WI1 iHOd3a N0IiV3I3Id3A NOISSIWSNVHi FACSIMILE COVER SHEET CITY OF COLLEGE STATION DEVELOPMENT SERVICES iioi Texas Avenue South, PO Box 996o College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 Date: 19-Oct-04 # of pages including cover: 2 If you did not receive a complete fax, please call our office immediately for a new transmittal. TO: ° Travis FAX: 214.303.6454 COMPANY: Beck RE: C O for Cinemark FROM: Lance Simms PHONE: 979.764.3570 COMPANY: City of College Station REMARKS: ❑ Urgent ❑ For your review ❑ Reply ASAP ® FYI EApex geoscience inc. ENVIRONMENTAL I E GEOTECHNICAL O MATERIALS S ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/19/2004 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Report No.: 903-004- 94 C2 REVISED 1 Project Data Specifications Placement 3500 Weather: Clear 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351BM N/P = Not Provided Field Data Lab No. 408 172904 Air Content (%): 3.9 4.50 Air Temp (F°): 87 90 Time Sampled: 16:40 16:00 On Site Water: 10 Cast By: c. Reno 10' N. 20' E of SW corner of new parking lot Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (lbs) Cross Section (in) Strength M Test results meet specifications. ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑Cylinders made by others. 408 A 5-26 7 6.00 82140 28.27 2910 408 B 6-16 28 6.00 112790 28.27 3990 408 C 6-16 28 6.00 118840 28.27 4200 408 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www. aaexQeo. tout 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICE'S CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/19/2004 Report No.: 903-004-094 C1 REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Project Data Specifications Placement 3500 Weather: Clear 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351BM N/P = Not Provided Field Data Lab No. 407 172890 Air Content (%): 4.00 Air Temp (F°): 84 96 Time Sampled: 14:15 incom On Site Water: 7 Cast By: C. Reno Pier #1 N end of Ramp on SE side of Aud #18 Refer to Map Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (lbs) Cross Section (in) Strength ® Test results meet specifications. ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. El Cylinders made by others. 407 A 5-26 7 6.00 79860 28.27 2820 407 B 6-16 28 6.00 109120 28.27 3860 407 C 6-16 28 6.00 108780 28.27 3850 407 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, Apex geoscience inc. W1VW. apexzeo. tout 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL ID GEOTECHNICAL 0 MATERIALS E ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/18/2004 Report No.: 903-004-093 C REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°) Ticket No.: Slump (in.): Concrete Temp (F°) Time Batched: Yardage (c.y.): Location/Remarks: Project Data Specifications Placement 4000 Weather: Clear 3"+/-1 Supplier: Transit Mix Mix I.D. #: 911 95 max N/P = Not Provided Field Data Lab No. 403 172822 Air Content (%): 5.00 Air Temp (F°): 90 90 Time Sampled: 12:00 10:45 On Site Water: 5 gallons added 10 Cast By: Craig Reno Elevated Deck at J.3-15.5 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross ength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) r4960 El Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 403 A 5-25 7 6.00 73510 28.27 600 403 B 6-15 28 6.00 140100 28.27 ❑ Cylinders made by others. 403 C 6-15 28 6.00 149860 28.27 5300 403- D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 R� DApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL El MATERIALS 0 ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 6/9/2004 Report No.: 903-004-108 C REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°) Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 4000 3"+/-1 95 max Project Data Placement Weather: Overcast Supplier: Transit Mix Mix I.D. #: 911 Field Data Lab No. 451 048974 Air Content (%): 5.00 Air Temp (F°): 80 Time Sampled: N/P = Not Provided 84 09:45 08:51 On Site Water: 10 gallons added 10 Cast By: Brian Moore Seating risers of theater No. 18 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. Cylinders made by others. 451 A 6-15 7 6.00 116760 28.27 4130 451 B 7-7 28 6.00 125260 28.27 4430 451 C 7-7 28 6.00 124380 28.27 4400 451 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.apexgeo.corn 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 Fl-\IApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL O MATERMLS E ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 6/4/2004 Report No.: 903-004-105 C REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°) Time Batched: Yardage (c.y.): Location/Remarks: Specifications 4000 Project Data Placement Weather: Clear Supplier: Transit Mix Mix I.D. #: 100405 N/P = Not Provided Field Data Lab No. 445 173628 Air Content (%): 4.50 Air Temp (F°): 89 82 Time Sampled: 15:00 14:27 On Site Water: 10 Cast By: Brian Moore Front of the seating risers of Theater No 18 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 445 A 6-11 7 6.00 131290 28.27 4640 445 B 7-2 28 6.00 133750 28.27 4730 445 C 7-2 28 6.00 140810 28.27 4980 445 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apexs client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www. apexgeo. tout 4230 Bluebonnet Drive, Stafford, TY 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL ID GEOTECIINICAL I] MATERIALS IE ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/27/2004 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Report No.: 903-004-100 C REVISED 2 Project Data Specifications Placement 3500 Weather: Clear 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351 BM N/P = Not Provided Field Data Lab No. 438 6466419 Air Content (%): 4.7 3.50 Air Temp (F°): 89 85 Time Sampled: 11:15 10:02 On Site Water: 10 gallons added 10 Cast By: C. Reno See the attached map for the location of the test Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (lbs) Cross Section (in) Strength ® Test results meet specifications. ElTest results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑Cylinders made by others. 438 A 6-3 7 6.00 116720 28.27 4130 438 B 6-24 28 6.00 147070 28.27 5200 438 C 6-24 28 6.00 148520 28.27 5250 438 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience ittc wwm apexgeo. corn 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (28I) 277-6774 Fax: (28I) 49I-7244 EApex geoscience inc. ENVIRONMENTAL 1�sl GEOTECHNICAL O MATERMLS El ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/25/2004 Report No.: 903-004-099 C REVISED 2 Project Data Specifications Placement Strength (psi): 3500 Weather: Clear Slump (in.): 2-4 Supplier: Transit Mix Air Content (%): 4-6 Mix I.D. #: 100351 BM Concrete Temp (F°): N/P = Not Provided Field Data Lab No. 434 Ticket No.: 173234 Air Content (%): Slump (in.): 4.50 Air Temp (F°): 100 Concrete Temp (F°): 91 Time Sampled: 14:10 Time Batched: 13:00 On Site Water: 10 gallons added Yardage (c.y.): 10 Cast By: C. Reno Location/Remarks: Pier No 2 refer to the attached map for the location of test. Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength M Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 434 A 6-1 7 6.00 109870 28.27 3890 434 B 6-22 28 6.00 149390 28.27 5280 Cylinders made by others. 434 C 6-22 28 6.00 140180 28.27 4960 434 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 4230 Bluebonnet Drive, Stafford, 7X 77477 Phone: (281) 277-6774 DApex geoscience inc. www. apexgeo. conz Fax: (281) 491-7244 Z]Apex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL E ATATERIALS E ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/24/2004 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Report No.: 903-004-098 C REVISED 2 Project Data Specifications Placement 3500 Weather: Clear 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351BM N/P = Not Provided Field Data Lab No. 433 173159 Air Content (%): 4.5 4.50 Air Temp (F°): 95 88 Time Sampled: 13:00 12:09 On Site Water: 5 gallons added 10 Cast By: C. Reno See the attached map for the location of the test Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 433 A 5-31 7 6.00 111430 28.27 3940 433 B 6-21 28 6.00 125170 28.27 4430 Cylinders made by others. 433 C 6-21 28 6.00 139670 28.27 4940 433 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.apewgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc, FTTVTTlnVUFrVT.dT. Fi GEOTECMNICAL O MATERIALS I] ENGINEE'I(IN(iAND IL61ILV(r3PAVJ P-3 CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/22/2004 Report No.: 903-004-097 C REVISED 2 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°) Time Batched: Yardage (c.y.): Location/Remarks: Project Data Specifications Placement 3500 Weather: Overcast 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351 BM NIP = Not Provided Field Data Lab No. 411 6466170 Air Content (%): 4.7 4.50 Air Temp (F°): 84 89 Time Sampled: 09:30 08:59 On Site Water: 5 gallons added 10 Cast By: C. Reno South entrance of the new parking lot see map for location of test. Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (lbs) Cross Section (in) Strength ® Test results meet specifications. ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 411 A 5-29 7 6.00 119640 28.27 4230 411 B 6-19 28 6.00 154850 28.27 5480 411 C 6-19 28 6.00 170190 28.27 6020 411 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www. apexgeo. corn 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 E]Apex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL El MATERIALS O ENGINEERING AND TESTING SERVICES GROUT COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/21/2004 Report No.: 903-004-096 G REVISED 1 Strength (psi): Slump (in.): Air Content (%): Grout Temp (F°): Ticket No.: Slump (in.): Grout Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 2000 Project Data Placement Weather: Partly Cloudy Supplier: Transit Mix Mix I.D. #: 100391 N/P = Not Provided Field Data Lab No. 4031 173030 Air Content (%): Air Temp (F°): 87 90 Time Sampled: 11:10 09:40 On Site Water: 8 gallons added 3 Cast By: C. Reno D-17 to D-15.3 courses 46 to 52 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength M Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 4031 A 5-28 7 3.00 11590 7.07 1639 4031 B 6-18 28 3.00 21470 7.07 3037 El Cylinders made by others. 4031 C 6-18 28 3.00 23010 7.07 3255 4031 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TV 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL E MATERIALS El ENGINEERING AND TES11NU SKKVtc.c3 DAILY INSPECTION REPORT Client: HCBeck Attention: Ms. Meredith Tinney 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/21 /2004 Weather & Temperature: Partly Cloudy & 87 Personnel On -Site: HCBeck Equipment On -Site: Concrete placement equipiment Technician: C. R. Project: Cinemark Movies 16 Expansion City: College Station, TX Report No.: 903-004-096 DIR Description of Progress: As requested by Lance with HCBeck a representative of Apex Geoscience Inc arrived at the above referenced project to inspect the placement of concrete and grout. Apex's representative inspected concrete placed for the floor of Auditorium No 18 from column lines D.9 to D and 15.3 to 17. The results of the concrete testing may be found in Apex's report No. 903-004-096C. Grout placed in courses 46 to 52 on the South wall from D-17 to D-15.3 was tested, the results of which may be found in Apex's report No. 903-004-096G. Apex picked up concrete cylinders previously cast and returned them to Apex's laboratory for curing and testing. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested andlor observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www. apexgeo. corn 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL El MATERIALS tJ CNtJtNP-hluivu AN" 1 GJI 11vu JGI VIE- J CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/21/2004 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Report No.: 903-004-096 C REVISED 1 Project Data Specifications Placement 3500 Weather: Partly Cloudy 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351BM N/P = Not Provided Field Data Lab No. 410 713013 Air Content (%): 4.00 Air Temp (F°): 72 84 Time Sampled: 08:35 07:30 On Site Water: 5 gallons added 10 Cast By: C. Reno Floor Slab of Theater 18 at column lines D.8-16 Compression Test Results P410 Cylinder NO. Date Tested Age (Days) Diam (in) Max. Load (lbs) Cross Section (in) Strength M Test results meet specifications. ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others A 5-28 7 6.00 106580 28.27 3770 410 B 6-18 28 6.00 141330 28.27 5000 410 C 6-18 28 6.00 141830 28.27 5020 410 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested andlor observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. www.ape 2eo.corn 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL ID GEOTECHNICAL 1^ MATERIALS E^ ENGINEERING AND 1 SJJJV(iSP-Rv1CP-3 CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/20/2004 Report No.: 903-004-095 C REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Project Data Specifications Placement 3500 Weather: Clear 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351 BM N/P = Not Provided Field Data Lab No. 409 6465998 Air Content (%): 3.00 Air Temp (F°): 92 89 Time Sampled: 14:20 13:10 On Site Water: 10 Cast By: C. Reno 80' N. 10' E of the SW corner of the new parking area Compression Test Results Lab NO. Cylinder No. Date Tested Age (Days) Diam (In) Max. Load (Ibs) Cross Section (in) Strength ® Test results meet specifications. ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 409 A 5-27 7 6.00 122160 28.27 4320 409 B 6-17 28 6.00 170520 28.27 6030 409 C 6-17 28 6.00 153370 28.27 5420 409 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, matenals, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, D Apex geoscience iitc. www. apexgeo. corn 4230 Bluebonnet Drive, Stafford, TX 77477 Plzone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL El MATERIALS O ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/19/2004 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Report No.: 903-004-094 C2 REVISED 1 Project Data Specifications Placement 3500 Weather: Clear 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351BM N/P = Not Provided Field Data Lab No. 408 Ticket No.: 172904 Air Content (%): 3.9 Slump (in.): 4.50 Air Temp (F°): 87 Concrete Temp (F°): 90 Time Sampled: 16:40 Time Batched: 16:00 On Site Water: Yardage (c.y.): 10 Cast By: c. Reno Location/Remarks: 10' N 20' E of SW corner of new parking lot Compression Test Results No. 1 Lab Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (lbs) Cross Section (in) Strength ® Test results meet specifications. El Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑Cylinders made by others. 408 A 5-26 7 6.00 82140 28.27 2910 408 B 6-16 28 6.00 112790 28.27 3990 408 C 6-16 28 6.00 118840 28.27 4200 408 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www. apexgeo. cons 4230 Bluebonnet Drive, Stafford, TX 77477 Phone. (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL [El GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/19/2004 Report No.: 903-004-094 C1 REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F') Time Batched: Yardage (c.y.): Location/Remarks: Project Data Specifications Placement 3500 Weather: Clear 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351BM N/P = Not Provided Field Data Lab No. 407 172890 Air Content (%): 4.00 Air Temp (F°): 84 96 Time Sampled: 14:15 incom On Site Water: 7 Cast By: C. Reno Pier #1 N end of Ramp on SE side of Aud #18 Refer to Map Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (lbs) Cross Section (in) Strength ® Test results meet specifications. ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. Cylinders made by others. 407 A 5-26 7 6.00 79860 28.27 2820 407 B 6-16 28 6.00 109120 28.27 3860 407 C 6-16 28 6.00 108780 28.27 3850 407 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, E Apex geoscience inc. wivw. apexgeo. cons 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 Apex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL El MATERIALS O ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/18/2004 Report No.: 903-004-093 C REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°) Time Batched: Yardage (c.y.): Location/Remarks: Project Data Specifications 4000 Weather: 3+/-1 Supplier: Mix I.D. #: 95 max Field Data Lab No. 403 172822 Air Content (%): 5.00 Air Temp (F°): 90 Time Sampled: 10:45 On Site Water: 10 Cast By: Elevated Deck at J.3-15.5 Placement Clear Transit Mix N/P = Not Provided 12:00 5 gallons added Craig Reno Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (lbs) Cross Section (in) Strength ® Test results meet specifications. ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑Cylinders made by others. 403 A 5-25 7 6.00 73510 28.27 2600 403 B 6-15 28 6.00 140100 28.27 4960 403 C 6-15 28 6.00 149860 28.27 5300 403- D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, E Apex geoscience inc. www.qpe-xgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc, ENVIRONMENTAL O GEOTECHNICAL I E MATERIALS I] ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 6/9/2004 Report No.: 903-004-108 C REVISED 1 Project Data Specifications Placement Strength (psi): 4000 Weather: Overcast Slump (in.): 3"+/-1 Supplier: Transit Mix Air Content (%): Mix I.D. #: 911 Concrete Temp (F°): 95 max N/P = Not Provided Field Data Lab No. 451 Ticket No.: 048974 Air Content (%): Slump (in.): 5.00 Air Temp (F°): 84 Concrete Temp (Fo): 80 Time Sampled: 09:45 Time Batched: 08:51 On Site Water: 10 gallons added Yardage (c.y.): 10 Cast By: Brian Moore Location/Remarks: Seating risers of theater No. 18 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel ❑ Cylinders made by others. 451 A 6-15 7 6.00 116760 28.27 4130 451 B 7-7 28 6.00 125260 28.27 4430 451 C 7-7 28 6.00 124380 28.27 4400 451 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.qpe-xgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL [] MATERIALS E ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 6/4/2004 Report No.: 903-004-105 C REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 4000 3-5" Project Data Placement Weather: Clear Supplier: Transit Mix Mix I.D. #: 100405 N/P = Not Provided Field Data Lab No. 445 173628 Air Content (%): 4.50 Air Temp (F°): 89 82 Time Sampled: 15:00 14:27 On Site Water: 10 Cast By: Brian Moore Front of the seating risers of Theater No 18 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 445 A 6-11 7 6.00 131290 28.27 4640 445 B 7-2 28 6.00 133750 28.27 4730 Cylinders made by others. 445 C 7-2 28 6.00 140810 28.27 4980 445 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApexgeoscience inc. www. apexgeo. can 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL I] GEOTECBNICAL ED MATERIALS I] ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/27/2004 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Report No.: 903-004-100 C REVISED 2 Project Data Specifications Placement 3500 Weather: Clear 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351 BM N/P = Not Provided Field Data Lab No. 438 6466419 Air Content (%): 4.7 3.50 Air Temp (F°): 89 85 Time Sampled: 11:15 10:02 On Site Water: 10 gallons added 10 Cast By: C. Reno See the attached map for the location of the test Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (lbs) Cross Section (in) Strength M Test results meet specifications. ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. El Cylinders made by others. 438 A 6-3 7 6.00 116720 28.27 4130 438 B 6-24 28 6.00 147070 28.27 5200 438 C 6-24 28 6.00 148520 28.27 5250 438 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. wwm apexgeo. com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL IN MATERIALS O ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/25/2004 Report No.: 903-004-099 C REVISED 2 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F*) Time Batched: Yardage (c.y.): Location/Remarks: Project Data Specifications Placement 3500 Weather: Clear 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351 BM N/P = Not Provided Field Data Lab No. 434 173234 Air Content (%): 4.50 Air Temp (F°): 100 91 Time Sampled: 14:10 13:00 On Site Water: 10 gallons added 10 Cast By: C. Reno Pier No 2 refer to the attached map for the location of test. Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 434 A 6-1 7 6.00 109870 28.27 3890 434 B 6-22 28 6.00 149390 28.27 5280 El Cylinders made by others. 434 C 6-22 28 6.00 140180 28.27 4960 434 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. www.aDe-xzeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL ID MATERIALS El ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/24/2004 Report No.: 903-004-098 C REVISED 2 Project Data Specifications Placement Strength (psi): 3500 Weather: Clear Slump (in.): 2-4 Supplier: Transit Mix Air Content (%): 4-6 Mix I.D. #: 100351BM Concrete Temp (F°): N/P = Not Provided Field Data Lab No. 433 Ticket No.: 173159 Air Content (%): 4.5 Slump (in.): 4.50 Air Temp (F°): 95 Concrete Temp (F'): 88 Time Sampled: 13:00 Time Batched: 12:09 On Site Water: 5 gallons added Yardage (c.y.): 10 Cast By: C. Reno Location/Remarks: See the attached map for the location of the test Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 433 A 5-31 7 6.00 111430 28.27 3940 433 B 6-21 28 6.00 125170 28.27 4430 1 El Cylinders made by others. 433 C 6-21 28 6.00 139670 28.27 4940 433 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.aDe-xgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience into ENVIRONMENTAL O GEOTECHNICAL lE MATERIALS O ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/22/2004 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F'): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Report No.: 903-004-097 C REVISED 2 Project Data Specifications Placement 3500 Weather: Overcast 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351 BM N/P = Not Provided Field Data Lab No. 411 6466170 Air Content (%): 4.7 4.50 Air Temp (F°): 84 89 Time Sampled: 09:30 08:59 On Site Water: 5 gallons added 10 Cast By: C. Reno South entrance of the new parking lot see map for location of test Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (lbs) Cross Section (in) Strength ® Test results meet specifications. ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑Cylinders made by others. 411 A 5-29 7 6.00 119640 28.27 4230 411 B 6-19 28 6.00 154850 28.27 5480 411 C 6-19 28 6.00 170190 28.27 6020 411 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. wivw. apexgeo. coin 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (28I) 277-6774 Fax: (28I) 491-7244 E]Apex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL O MATERIALS 0 ENGINEERING AND TESTING SERVICES GROUT COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/21/2004 Report No.: 903-004-096 G REVISED 1 Strength (psi): Slump (in.): Air Content (%): Grout Temp (F°): Ticket No.: Slump (in.): Grout Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks Project Data Specifications Placement 2000 Weather: Partly Cloudy Supplier: Transit Mix Mix I.D. #: 100391 N/P = Not Provided Field Data Lab No. 4031 173030 Air Content (%): Air Temp (F°): 87 90 Time Sampled: 11:10 09:40 On Site Water: 8 gallons added 3 Cast By: C. Reno D-17 to D-15.3 courses 46 to 52 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength M Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 4031 A 5-28 7 3.00 11590 7.07 1639 4031 B 6-18 28 3.00 21470 7.07 3037 ❑Cylinders made by others. 4031 C 6-18 28 3.00 23010 7.07 3255 4031 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. r r' .'" "- j v i ''�':'! .. www. apexgeo. coot 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (28I) 277-6774 Fax: (28I) 49I-7244 EApex geoscience inc. r-i t n MATERIALS 0^ ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Attention: Ms. Meredith Tinney City: 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/21/2004 Report No.: Weather & Temperature: Partly Cloudy & 87 Personnel On -Site: HCBeck Equipment On -Site: Concrete placement equipiment Technician: C. R. Cinemark Movies 16 Expansion College Station, TX 903-004-096 DIR Description of Progress: As requested by Lance with HCBeck a representative of Apex Geoscience Inc arrived at the above referenced project to inspect the placement of concrete and grout. Apex's representative inspected concrete placed for the floor of Auditorium No 18 from column lines D.9 to D and 15.3 to 17. The results of the concrete testing may be found in Apex's report No. 903-004-096C. Grout placed in courses 46 to 52 on the South wall from D-17 to D-15.3 was tested, the results of which may be found in Apex's report No. 903-004-096G. Apex picked up concrete cylinders previously cast and returned them to Apex's laboratory for curing and testing. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, E Apex geoscience inc. www.ape_xgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 Z]Apex geoscience inc. ENVIRONMENTAL E GEOTECHNICAL E MATERIALS E ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/21/2004 Report No.: 903-004-096 C REVISED 1 Project Data Specifications Placement Strength (psi): 3500 Weather: Partly Cloudy Slump (in.): 2-4 Supplier: Transit Mix Air Content (%): 4-6 Mix I.D. #: 100351 BM Concrete Temp (F°): N/P = Not Provided Field Data Lab No. 410 Ticket No.: 713013 Air Content (%): Slump (in.): 4.00 Air Temp (F°): 72 Concrete Temp (F°): 84 Time Sampled: 08:35 Time Batched: 07:30 On Site Water: 5 gallons added Yardage (c.y.): 10 Cast By: C. Reno Location/Remarks: Floor Slab of Theater 18 at column lines D.8-16 Compression Test Results Lab No. F410 Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (lbS) Cross Section (in) Strength ® Test results meet specifications. Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others. A 5-28 7 6.00 106580 28.27 3770 410 B 6-18 28 6.00 141330 28.27 5000 410 C 6-18 28 6.00 141830 28.27 5020 410 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. www.apex,-eo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL E MATERIALS O ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/20/2004 Report No.: 903-004-095 C REVISED 1 Project Data Specifications Placement Strength (psi): 3500 Weather: Clear Slump (in.): 2-4 Supplier: Transit Mix Air Content (%): 4-6 Mix I.D. #: 100351BM Concrete Temp (F°): N/P = Not Provided Field Data Lab No. 409 Ticket No.: 6465998 Air Content (%): Slump (in.): 3.00 Air Temp (F°): 92 Concrete Temp (F°): 89 Time Sampled: 14:20 Time Batched: 13:10 On Site Water: Yardage (c.y.): 10 Cast By: C. Reno Location/Remarks: 80' N 10' E of the SW corner of the new parking area Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (lbS) Cross Section (in) Strength ® Test results meet specifications. ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 409 A 5-27 7 6.00 122160 28.27 4320 409 B 6-17 28 6.00 170520 28.27 6030 409 C 6-17 28 6.00 153370 28.27 5420 409 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 www. apexgeo. coat Fax: (281) 491-7244 geoscience "' 0A ex inc. p .ENVIRONMENTAL O GEOTECHNICAL O MATERIALS El ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Attention: Ms. Meredith Tinney 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/23/2004 Weather & Temperature: Clear & 83 Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Project: Cinemark Movies 16 Expansion City: College Station, TX Report No.: 903-004-079 DIR Description of Progress: As requested a representative of Apex Geoscience Inc arrived at the above referenced project to inspect the placement of fill material and concrete placement. Apex's representative tested the fill material placed on the new parking lot east of the building. The results of the compaction testing may be found in Apex's report No. 903-004-079D. Apex monitored and tested forty (40) cubic yards of concrete placed on the floor slab from column line JA to H.2 and 13.7 to 15.2. The results of the concrete testing may be found in Apex's report No. 903-004-079C. The reinforcing steel for the floor slab was inspected for size and spacing the results of which may be found in Apex's report No. 903-004-079RS. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (28I) 491-7244 EApex geoscience inc. ENVIRONMENTAL 0 GEOTECHNICAL El MATERIALS O ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/23/2004 Report No.: 903-004-079 D Compaction Requirement: 95% of ASTM D698 Standard Count: M:605 D:2670 Moisture Requirement: -3.0% to +3.0%. Technician: C. R. Apex ❑did ®did not monitor placement of fill. Gauge: Model No. 3430, Serial No. 30389 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture (%) Moisture Content (%) Wet Density (pcf.) Dry Density (pcf.) Compaction (%) Comments 51 6 Grade 54 132 10 10.7 141.4 127.8 96.8 2A Location: H.4-14.0 52 1 6 1 6" BG 1 57 1 112 1 12 1 16.1 1 128.4 1 110.E 1 97.0 1 1A Location: 10' north and 20' east of th southwest corner of the new parking lot. 53 1 6 1 1.0' BG 1 57 1 112 1 12 1 15.9 1 129.0 111.3 97.6 1 A Location: 50' north and 10' east of the southwest corner of the new parking lot. 54 1 6 1 1.0' BG 1 57 1 112 1 12 1 16.7 1 127.5 109.2 95.8 1 A Location: 40' north and 15' east of the southwest corner of the new parking lot. BG=Below Grade Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, charactenstics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. www.ape-xgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 4/23/2004 Report No.: 903-004-079 C REVISED 1 Project Data Specifications Placement Strength (psi): 3500 a- 28 days Weather: Clear Slump (in.): 5-7" Supplier: Transit Mix Air Content (%): 4-6 Mix I.D. #: 100404 Concrete Temp (F°): 95 max N/P = Not Provided Field Data Lab No. 370 Ticket No.: 171928 Air Content (%): 5.1 Slump (in.): 5.50 Air Temp (F°): 83 Concrete Temp (F°): 85 Time Sampled: 14:30 Time Batched: 14:00 On Site Water: 5 gallons added Yardage (c.y.): 10 Cast By: Craig Reno Location/Remarks: H 4-15 0 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 370 A 04/30 7 6.00 113500 28.27 4010 370 B 05/21 28 0.00 0 0.00 0 Cylinders made by others. 370 C 05/21 28 0.00 0 0.00 O 370 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, Slate or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 F^-lApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS El ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/22/2004 Report No.: 903-004-078 DIR Weather & Temperature: Clear & 85 Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Description of Progress: As requested a representative of Apex Geoscience Inc arrived at the above referenced project to inspect the placement of fill material and grout. Apex's representative tested the fill material placed on the new parking lot East of the building. The results of the compaction testing may be found in Apex's report No. 903-004-078D. A sample of grout was taken for compressive strength testing, the results of which may be found in Apex's report No. 903-004-078G. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience ittc. �r www.aDe-xeeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 Apex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL 0 MATERIALS O ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/22/2004 Report No.: 903-004-078 D Compaction Requirement: 95% of ASTM D698 Standard Count: M:610 D:2687 Moisture Requirement: -3.0% to +3.0%. Technician: C. R. Apex ❑did ®did not monitor placement of fill. Gauge: Model No. 3430, Serial No. 30385 Test Results Test No. Test Depth Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture N Moisture Content N Wet Density (pcf.) Dry Density (pcf.) Compaction N(In.) Comments 49 6 1'6" BG 57 112 12 11.9 121.2 108.3 96.7 1 A Location: 10' north and 15' east of the southwest corner of the new parking area. 50 1 6 1 2.0' BG 1 23 1 109 1 17 1 17.2 1 126.3 1 107.8 1 98.9 1 A Location: 60' north and 15' east of the southwest corner of the new parking area. BG=Below Grade Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4.Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.apexgeo.com 4230 Bluehonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 geoscience DA ex inc. � ENVIRONMENTAL O GEOTECHNICAL E MATERIALS El ENGINEERING AND TESTING SERVICES 17_ll1►NU=10IM ZIN4Z*P.AA Client: HCBeck Attention: Ms. Meredith Tinney 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/21 /2004 Weather & Temperature: Clear & 76 Personnel On -Site: HCBeck Equipment On -Site: Technician C. R. Project: City: Report No.: Cinemark Movies 16 Expansion College Station, TX 903-004-077 DIR Description of Progress: As requested a representative of Apex Geoscience Inc. arrived at the above referenced project to inspect the placement of grout. Apex's representative obtained a sample of grout, the results of which may be found in Apex's report No. 903-004-077G. One (1) set of four (4) grout cylinders cast on 4-20-04 were picked up and returned to Apex's laboratory for curing and testing. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (28I) 277-6774 Far: (28I) 49I-7244 E]Apex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL El MATERIALS O ENGINEERING AND TESTING SERVICES GROUT COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 4/21/2004 Report No.: 903-004-077 G REVISED 1 Strength (psi): Slump (in.): Air Content (%): Grout Temp (F°): Ticket No.: Slump (in.): Grout Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks Specifications 2000 Project Data Placement Weather: Clear Supplier: Transit Mix I.D. #: 100341 N/P = Not Provided Field Data Lab No. 4029 171791 Air Content (%): Air Temp (F°): 76 88 Time Sampled: 11:40 10:05 On Site Water: 10 gal 2.5 of 2.5 Cast By: Craig Reno F-15 2 to H-15 2 at courses 22-32 Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (lbs) Cross Section (in) Strength ❑ Test results meet specifications. ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. Cylinders made by others. 4029 A 04/28 7 3.00 21920 7.07 3100 4029 B 05/19 28 0.00 0 0.00 0 4029 C 05/19 28 0.00 0 0.00 0 4029 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, Apex geoscience inc. www.qpexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/20/2004 Weather & Temperature: Clear & 76 Personnel On -Site: HCBeck Equipment On -Site: Technician: S.M. Report No.: 903-004-076 DIR Description of Progress: As requested a representative of Apex Geoscience Inc. arrived at the above referenced project to inspect the placement of grout and fill material. Apex's representative tested the fill material placed on the South half of the new parking lot on the East side of the building. The results of the compaction tests may be found in Apex's report No. 903-004-076D. A sample of grout was taken for compressive strength analysis, the results of which may be found in Apex's report No 903-004-076G. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience ina www. apexgeo. cons 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL Il MATERIALS ID ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Attention: Ms. Meredith Tinney 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/20/2004 Compaction Requirement: 95% of ASTM D698 Moisture Requirement: -1.0% to +3.0%. Apex ❑ did ® did not monitor placement of fill Project: Cinemark Movies 16 Expansion City: College Station, TX Report No.: 903-004-076 D Standard Count: M:625 D:2687 Technician: S.M. Gauge: Model No. Troxler 3430, Serial No. 30386 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture (%) Moisture Content (%) Wet Density (pcf.) Dry Density (pcf.) Compaction (%) Comments 47 6 -2' 23 109 17 16.7 123.4 105.7 96.9 1 A Location: 50' North, 20' East of the SW corner of the new parking lot E. of the building 48 1 6 1 -2' 1 57 1 112 1 12 1 12.4 1 125.E 1 111.8 1 98.0 1A Location: 20' North, 15' East of the SW corner of the new parking lot E. of the building Elevations are in reference to the finished subgrade. Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. www.apex,oreo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL I] GEOTECHNICAL O MATERIALS E9 ENGINEERING AND TESTING SERVICES GROUT COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 4/20/2004 Report No.: 903-004-076 G REVISED 1 Strength (psi): Slump (in.): Air Content (%): Grout Temp (F°): Ticket No.: Slump (in.): Grout Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 2000 Project Data Placement Weather: Clear Supplier: Transit Mix Mix I.D. #: 100341 N/P = Not Provided Field Data Lab No. 4028 6464717 Air Content (%): Air Temp (F°): 75 77 Time Sampled: 11:05 10:25 On Site Water: 25 gallons added 4 Cast By: Steve Mendes Courses 34 throuoh 40 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. El Cylinders made by others. 4028 A 4-27 7 3.00 14870 7.07 2103 4028 B 5-18 28 0.00 0 0.00 0 4028 C 5-18 28 0.00 0 0.00 O 4028 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, OApex geoscience inc. www. apexgeo. corn 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL E MATERIALS I E ENGINEERING AND TESTING SERVICES GROUT COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 4/13/2004 Report No.: 903-004-074 G REVISED 1 Strength (psi): Slump (in.): Air Content (%): Grout Temp (F°): Ticket No.: Slump (in.): Grout Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 2000 Project Data Placement Weather: Clear Supplier: Transit Mix Mix I.D. #: 100341 N/P = Not Provided Field Data Lab No. 4027 171432 Air Content (%): Air Temp (F°): 61 68 Time Sampled: 11:30 10:41 On Site Water: 30 gal. 4 Cast By: Craig Reno J 1-16 to K.7-16 course 49 to course 58 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 4027 A 4-20 7 3.00 11330 7.07 1603 4027 B 5-11 28 3.00 19490 7.07 2757 ❑ Cylinders made by others. 4027 C 5-11 28 3.00 17430 7.07 2465 4027 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www. apexgeo. corn 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL I] MATERIALS O ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith-Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 4/13/2004 Report No.: 903-004-074 C REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Project Data Specifications Placement 3500 Weather: Clear 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351 BM N/P = Not Provided Field Data Lab No. 356 171430 Air Content (%): 4.2 4.50 Air Temp (F°): 58 70 Time Sampled: 11:00 10:31 On Site Water: 10 10 of 20 Cast By: Craig Reno K.5-1 5.4 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 356 A 4-20 7 6.00 114850 28.27 4060 356 B 5-11 28 6.00 147390 28.27 5210 ❑ Cylinders made by others. 356 C 5-11 28 6.00 156900 28.27 5550 356 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Pl:one: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL ID GEOTECHNICAL E MATERIALS O ENGINEERING AND TESTING SERVXP-5 MORTAR COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 4/8/2004 Strength (psi): Slump (in.): Air Content (%): Mortar Temp (F°): Ticket No.: Slump (in.): Mortar Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Report No.: 903-004-073 M REVISED 1 Project Data Specifications 1800 Weather: Supplier: Mix I.D. #: Placement Clear On Site Mix N/P = Not Provided Field Data Lab No. 4025 Air Content (%): Air Temp (F°): 80 76 Time Sampled: 10:05 10:00 On Site Water: Cast By: Craig Reno C 9-17 to J 1-17 Course 26 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength N Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. N Cylinders picked up by Apex personnel. 4025 A 4-15 7 0.00 6570 4.00 1643 4025 B 5-6 28 0.00 8480 4.00 2120 ❑ Cylinders made by others. 4025 C 5-6 28 0.00 8760 4.00 2190 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 [E Apex geoscience inc. www.qpe-xgeo.com Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL El MATERIALS O ENGINEERING AND TESTING SERVICES GROUT COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 4/8/2004 Report No.: 903-004-073 G REVISED 1 Strength (psi): Slump (in.): Air Content (%): Grout Temp (F°): Ticket No.: Slump (in.): Grout Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks Specifications 2000 Project Data Placement Weather: Clear Supplier: Boyd Mix I.D. #: CB727000 N/P = Not Provided Field Data Lab No. 4026 56114 Air Content (%): Air Temp (F°): 82 78 Time Sampled: 12:15 11:41 On Site Water: 20 5.5 of 5.5 Cast By: Crain Reno J 3-13 7 to K 5-13 7 Courses 28 to 42 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 4026 A 4-15 7 3.00 11680 7.07 1652 4026 B 5-6 28 3.00 21350 7.07 3020 El Cylinders made by others. 4026 C 5-6 28 3.00 24050 7.07 3402 4026 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www. apexgeo. coin 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 ElApex geoscience inc. ENVIRONMENTAL I] GEOTECHNICAL El MATERIALS E ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/8/2004 Report No.: 903-004-073 DIR Weather 8r Temperature: Clear & 80 Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Description of Progress: As requested by the client, a representative with Apex Geoscience, Inc. arrived at the above referenced project to inspect and test the mortar and grout. A sample of mortar was taken at Column Line C.9-17 to J.1-17 on the 26th course, the results of which may be found in Apex's report No. 903-004-073M. A sample of grout was taken at Column Line J.3-13.7 to K.5-13.7on the 28th through 42nd courses, the results of which may be found on Apex's report No. 903-004-073G. If you should require additional information or have any questions, please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the speck items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Ape)es client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc www.apex,-eo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL ES] GEOTECHNICAL 0 MATERIALS El ENGINEERING AND TESTING SERVICES GROUT COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 4/5/2004 Report No.: 903-004-071 G REVISED 1 Strength (psi): Slump (in.): Air Content (%): Grout Temp (F°): Ticket No.: Slump (in.): Grout Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 2000 Project Data Placement Weather: Clear Supplier: Transit Mix Mix I.D. #: 100391 N/P = Not Provided Field Data Lab No. 4024 171195 Air Content (%): Air Temp (F°): 82 84 Time Sampled: 15:30 14:14 On Site Water: 0 6 Cast By: Craig Reno Column line H-17 Compression Test Results Lab Prism Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Prisms picked up by Apex personnel. 4024 A 4-12 7 0.00 31140 14.90 2090 4024 B 4-12 7 0.00 21640 14.90 1452 ❑ Prisms made by others. 4024 C 5-3 28 0.00 44760 14.90 3004 4024 D 5-3 28 0.00 51140 14.90 3432 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.apexgeo. cons 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL E GEOTECHNICAL 0 MATERLILS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Attention: Ms. Meredith Tinney 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/5/2004 Weather & Temperature: Clear & Personnel On -Site: Equipment On -Site: Technician: C.R. Project: Cinemark Movies 16 Expansion City: College Station, TX Report No.: 903-004-071 DIR Description of Progress: As requested by the client, a representative of Apex Geoscience, Inc. arrived at the above referenced project to inspect the placement of grout. The grout placed at column line H-17 was sampled, the results of which may be found on Apex's report No. 903-004-071 G. Apex picked up one (1) set of four (4) mortar cubes, cast by Apex on April 3, 2004 and returned them to the laboratory for curing and compressive strength testing. If you should require additional information or have any questions, please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the speck items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. E www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 DApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS [a ENGINEERING AND TESTING SERVICES GROUT COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 4/3/2004 Report No.: 903-004-070 G REVISED 1 Strength (psi): Slump (in.): Air Content (%): Grout Temp (F°): Ticket No.: Slump (in.): Grout Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 2000 Project Data Placement Weather: Overcast Supplier: Agoieland Ready -Mix Mix I.D. #: 302000 N/P = Not Provided Field Data Lab No. 4022 9621 Air Content (%): Air Temp (F°): 75 72 Time Sampled: 10:15 08:35 On Site Water: 6 of 6 Cast By: Craig Reno Column Line K.7-15.5 Compression Test Results Lab Prism Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Prisms picked up by Apex personnel. 4022 1A 04/10 7 3.00 8890 7.07 1257 4022 1 B 05/01 28 3.00 18110 7.07 2562 El Prisms made by others. 4022 1 C 05/01 28 3.00 15720 7.07 2223 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApexgeoscience inc. www.apexgeo.coni 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL I] MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/3/2004 Report No.: 903-004-070 DIR Weather & Temperature: Partly Cloudy & 75 Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Description of Progress: As requested by the client, a representative with Apex Geoscience, Inc. arrived at the above referenced project to inspect and sample the grout placement. A sample of grout placed at column line K.7-15.5 was taken, the results of which may be found on Apex's report No. 903-004-070G. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, E Apex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, IX 77477 Phone: (281) 2 77-6 774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS El ENGINEERING AND TESTING SERVICES MORTAR COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 4/2/2004 Strength (psi): Slump (in.): Air Content (%): Mortar Temp (F°): Ticket No.: Slump (in.): Mortar Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks Report No.: 903-004-069 M REVISED 1 Project Data Specifications 1800 Weather: Supplier: Mix I.D. #: Placement Clear On site On Site Mix N/P = Not Provided Field Data Lab No. 4023 Air Content (%): Air Temp (F°): 75 78 Time Sampled: 10:50 N/P On Site Water: Cast By: Joseph Whitfield K 7-16 29th course Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 4023 1 A 04/09 7 0.00 6460 4.00 1615 4023 1 B 04/30 28 0.00 10000 4.00 2500 Cylinders made by others. 4023 1 C 04/30 28 0.00 12950 4.00 3238 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, Slate or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www.qpexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 Fl-\lApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL E MATERIALS O ENGINEERING AND TESTING SERVICES GROUT COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/31/2004 Strength (psi): Slump (in.): Air Content (%): Grout Temp (F°): Ticket No.: Slump (in.): Grout Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 2000 Report No.: 903-004-067 G REVISED 1 Project Data Placement Weather: Clear Supplier: Transit Mix Mix I.D. #: 100341 N/P = Not Provided Field Data Lab No. 4021 6464163 Air Content (%): Air Temp (F°): 86 82 Time Sampled: 15:35 15:00 On Site Water: 6 Cast By: Craia Reno K.7-14.6 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength N Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. N Cylinders picked up by Apex personnel. 4021 A 4-7 7 3.00 9670 7.05 1372 4021 B 4-28 28 3.00 18120 7.07 2563 Cylinders made by others. 4021 C 4-28 28 3.00 16180 7.07 2289 4021 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, [E Apex geoscience inc. www.apexgeo.cont 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 Apex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL ID MATERIALS O ENGINEERING AND TESTING SERVICES GROUT COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/29/2004 Strength (psi): Slump (in.): Air Content (%): Grout Temp (F°): Ticket No.: Slump (in.): Grout Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks Report No.: 903-004-066 G REVISED 1 Project Data Specifications 2000 Weather: Supplier: Mix I.D. #: Placement Clear Transit Mix 100341 N/P = Not Provided Field Data Lab No. 4020 6464041 Air Content (%): Air Temp (F°): 79 80 Time Sampled: 15:45 14:15 On Site Water: 6 Cast By: J. Whitfield, C. Reno Wall at Column Lines J.4-13.7 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 4020 1A 04/05 7 3.00 16150 7.05 2291 4020 1 B 04/26 28 3.00 18730 7.07 2649 ❑Cylinders made by others. 4020 1 C 04/26 28 3.00 18920 7.07 2676 4020 1 D Hold 3.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, Z]Apexgeoscience inc. www.apexgeo. cons 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL El MATERIALS O ENGINEERING AND TESTING SERVICES MORTAR COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/25/2004 Report No.: 903-004-064 M REVISED 2 Project Data Specifications Placement Strength (psi): 1800 Weather: Partly Cloudy Slump (in.): Supplier: On Site Mix Air Content (%): Mix I.D. #: On Site Mix Mortar Temp (F°): N/P = Not Provided Field Data Lab No. 4018 Ticket No.: On Site Air Content (%): Slump (in.): Air Temp (F°): 80 Mortar Temp (F°): 76 Time Sampled: 11:15 Time Batched: 11:00 On Site Water: Yardage (c.y.): Cast By: Craig Reno Location/Remarks: CMU Wall at column line k.7-14.8 18th course. Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. Cylinders made by others. 4018 A 4-1 7 0.00 5840 4.00 1460 4018 B 4-22 28 0.00 8530 4.00 2133 4018 C 4-22 28 0.00 8150 4.00 2038 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApexgeoscience inc. www. apexgeo. con: 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL ED GEOTECHNICAL O MATERIALS El ENGINEERING AND TESTING SERVICES GROUT COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/25/2004 Report No.: 903-004-064 G REVISED 2 Strength (psi): Slump (in.): Air Content (%): Grout Temp (F°): Ticket No.: Slump (in.): Grout Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks Specifications 2000 Project Data Placement Weather: Partly Cloudy Supplier: Transit Mix Mix I.D. #: 100391 N/P = Not Provided Field Data Lab No. 4019 Air Content (%): Air Temp (F°): 80 75 Time Sampled: 10:20 09:30 On Site Water: 10 Cast By: Craig Reno CMU Wall at column line J.2-16 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength M Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 4019 A 4-1 7 3.00 15340 7.07 2170 4019 B 4-22 28 3.00 20790 7.07 2941 ❑ Cylinders made by others. 4019 C 4-22 28 3.00 18810 7.07 2661 4019 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, [E Apex geoscience inc. www.qpexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 DApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES MORTAR COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/24/2004 Strength (psi): Slump (in.): Air Content (%): Mortar Temp (F°): Ticket No.: Slump (in.): Mortar Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Report No.: 903-004-063 M REVISED 2 Project Data Specifications 1800 Weather: Supplier: Mix I.D. #: Placement Overcast On Site Mix On Site Mix N/P = Not Provided Field Data Lab No. 4017 On Site Mix Air Content (%): Air Temp (F°): 72 77 Time Sampled: On Site Water: Cast By: Craig Reno Column Line K 7-15 3 5th course Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 4017 A 3-31 7 0.00 5530 4.00 1383 4017 B 4-21 28 0.00 7930 4.00 1983 El Cylinders made by others. 4017 C 4-21 28 0.00 7620 4.00 1905 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www. apexgeo. corn 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 F^-IApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL El MATERIALS El ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 3/24/2004 Report No.: 903-004-063 DIR Weather & Temperature: Overcast & 72 Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Description of Progress: As requested by Lance Ellis with HCBeck a representative of Apex Geoscience Inc arrived at the above referenced project to inspect the concrete placement and sample mortar for the CMU walls. Apex's representative inspected and tested the concrete placed in the sidewalk from Column line J.2 to J.3 and from 13 to 14.4, the results of which may be found on Apex's report No. 903-004-062C. A sample of mortar was taken at Column Line K.7-15.3 on the 5th course. The results of the compression tests may be found in Apex's report No. 903-004-062M. If you shoud require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, ❑^ Apex geoscience inc. www. apexgeo. coin 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL I] MATERIALS O ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/24/2004 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Report No.: 903-004-063 C REVISED 1 Project Data Specifications Placement 3500 Weather: Heavy Rain 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351 BM N/P = Not Provided Field Data Lab No. 336 170767 Air Content (%): 5.3 5.50 Air Temp (F°): 72 78 Time Sampled: 11:30 10:30 On Site Water: 12 gallons added 10 Cast By: Craig Reno Sidewalk at J.2-14 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 336 A 3-31 7 6.00 125300 28.27 4430 336 B 4-21 28 6.00 156020 28.27 5520 ❑Cylinders made by others. 336 C 4-21 28 6.00 160470 28.27 5680 336 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www. apexgeo. corn 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 Fl-\]Apex- geoscience inc. ENVIRONMENTAL O GEOTECHNICAL El MATERIALS El ENGINEERING AND TESTING SERVICES MORTAR COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/23/2004 Strength (psi): Slump (in.): Air Content (%): Mortar Temp (F°): Ticket No.: Slump (in.): Mortar Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Report No.: 903-004-062 M REVISED 2 Project Data Specifications 1800 Weather: Supplier: Mix I.D. #: Placement Partly Cloudy On Site Mix On Site Mix N/P = Not Provided Field Data Lab No. 4016 Air Content (%): Air Temp (F°): 79 74 Time Sampled: On Site Water: Cast By: Craig Reno Column Line K.7-15.5 on the 13th course Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 4016 A 3-30 7 0.00 9900 4.00 2475 4016 B 4-20 28 0.00 11740 4.00 2935 4016 C 4-20 28 0.00 12330 4.00 3083 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www. apexgeo. cont 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL E GEOTECHNICAL E MATERIALS E ENGINEERING AND TESTING SERVICES MORTAR COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/22/2004 Report No.: 903-004-061 M REVISED 2 Strength (psi): Slump (in.): Air Content (%): Mortar Temp (F°): Ticket No.: Slump (in.): Mortar Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 1800 Project Data Placement Weather: Partly Cloudy Supplier: On Site Mix Mix I.D. #: On Site Mix N/P = Not Provided Field Data Lab No. 4015 On Site Mix Air Content (%): Air Temp (F°): 78 Time Sampled: 12:10 On Site Water: Cast By: CMU walls at G.5-15.5 79 12:20 Criag Reno Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 4015 A 3-29 7 6.00 6720 4.00 1680 4015 B 4-19 28 0.00 9300 4.00 2325 El Cylinders made by others. 4015 C 4-19 28 0.00 9480 4.00 2370 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www.apexgeo.con: 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL I E MATERIALS El ENGINEERING AND TESTING SERVICES MORTAR COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/19/2004 Report No.: 903-004-060 M REVISED 1 Strength (psi): Slump (in.): Air Content (%): Mortar Temp (F°): Ticket No.: Slump (in.): Mortar Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 1800 Project Data Placement Weather: Overcast Supplier: On Site Mix Mix I.D. #: On Site Mix N/P = Not Provided Field Data Lab No. 4014 On Site Mix Air Content (%): Air Temp (F°): 74 81 Time Sampled: 14:30 14:10 On Site Water: Cast By: Craig Reno CMU walls on Column line C.9 from 15.3 to 15.7 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (Ibs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. El Cylinders made by others. 4014 A 3-24 5 0.00 3160 4.00 790 4014 B 4-16 28 0.00 7320 4.00 1830 4014 C 4-16 28 0.00 7930 4.00 1983 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.qpexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL El MATERIALS E ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/19/2004 Report No.: 903-004-060 C1 REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 4000 Project Data Placement Weather: Partly Cloudy Supplier: Transit Mix Mix I.D. #: 100405 N/P = Not Provided Field Data Lab No. 335 170622 Air Content (%): 4.00 Air Temp (F°): 74 Time Sampled: 79 13:10 12:45 On Site Water: 0 10 Cast By: Craig Reno Wall at Column Line J.4-15.5. Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 335 A 3-26 7 6.00 107320 28.27 3800 335 B 4-16 28 6.00 186270 28.27 6590 335 C 4-16 28 6.00 181750 28.27 6430 335 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, IE Apex geoscience inc. www. apexgeo. cons 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL IE GEOTECHNICAL El MATERIALS 0 ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/17/2004 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 4000 3-5" Report No.: 903-004-059 C1 REVISED 1 Project Data Placement Weather: Clear Supplier: Transit Mix Mix I.D. #: 100405 N/P = Not Provided Field Data Lab No. 328 170447 Air Content (%): 5.00 Air Temp (F°): 75 Time Sampled: 10:44 On Site Water: 10 Cast By: Wall at Column Line F-17. 11:15 0 Craig Reno Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. El Cylinders made by others. 328 A 3-24 7 6.00 107210 28.27 3790 328 B 4-14 28 6.00 138660 28.27 4900 328 C 4-14 28 6.00 134690 28.27 4760 328 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www.qpe-xgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 rf EApex ENVIRONMENTAL geoscience inc. El GEOTECHNICAL O MATERIALS El ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Attention: Ms. Meredith Tinney City: 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/27/2004 Report No Weather & Temperature: Clear & 89 Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Cinemark Movies 16 Expansion College Station, TX 903-004-100 DI Description of Progress: As requested by Lance with HCBeck a representative of Apex Geoscience Inc arrived at the above referenced project to inspect the placement of concrete and fill material. Apex's representative tested the fill material on the pipe east of the new parking lot. The results of the compaction testing may be found in Apex's report No. 903-004-100D. Concrete placed for the parking spaces of the new parking lot was inspected and tested. A map with the location of the concrete placement is attached. The results of the concrete placement testing may be found in Apex's reprort No. 903-004-100C. The reinforcing steel for the paving was inspected and was in general accordance with the project plans and specifications. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.ape-xgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL El MATERIALS El ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/27/2004 Report No.: 903-004-100 D Compaction Requirement: 95% of ASTM D698 Standard Count: M:607 D:2666 Moisture Requirement: -3.0% to +3.0%. Technician: C. R. Apex ❑did ®did not monitor placement of fill. Gauge: Model No. Troxler 3430, Serial No. 30386 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf. Optimum Moisture (%) Moisture Content (%) Wet Density pcf.) Dry Density (pcf.) Compaction (%) Comments 77 6 FSG 74 103 20 17.6 119.5 101.6 98.6 1 A Location: 40' E, 20' S of the Northeast corner of the new parking lot. 78 1 6 1 FSG 1 74 1 103 1 20 1 18.0 1 117.8 1 99.8 96.9 1A Location: 40' E, 100' S of the Northeast corner of the new parking lot FSG-Finished Subgrade Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4.Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, Slate or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. www. apexgeo. con: 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/25/2004 Weather & Temperature: Clear & 100 Personnel On -Site: HCBeck Equipment On -Site: Concrete placement equipment Technician: C. R. Report No.: 903-004-099 DIR Description of Progress: As requested by Lance with HCBeck a representative of Apex Geoscience Inc arrived at the above referenced project to inspect the installation of drilled piers and densitiy testing. The drilled piers were installed on the North side of the Auditorium No. 17 for the ramps. Results of the drilled pier inspection may be found in Apex's report No. 903-004-099DP1. The results of the inspection of concrete placed in the piers may be found in Apex's report No 903-004-099C. The pipe trench on the North end of the new parking lot was tested for compaction, the results of which may be found in Apex's report NO. 903-004-099D. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www. apexgeo. corn 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS E ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/25/2004 Report No.: 903-004-099 D Compaction Requirement: 95% of ASTM D698 Standard Count: M:607 D:2664 Moisture Requirement: -3.0% to +3.0%. Technician: C. R. Apex ❑did ®did not monitor placement of fill. Gauge: Model No. Troxler 3430, Serial No. 30386 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture (%) Moisture Content (%) Wet Density pcf.) Dry Density (pcf.) Compaction (%) Comments 75 6 PB 74 103 20 19.4 120.1 100.5 97.6 1A Location: 40' E of the NE corner of the new parking lot 76 1 6 1 PB 1 74 1 103 1 20 20.3 1 119.9 1 99.7 96.8 1A Location: 40' E, 100' S of the NE corner of the new parking lot PB-Pipe Bedding Elevation of tests were on the bedding material for the pipes. Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www. apexgeo. corn 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 E]Apex geoscience inc. ENVIRONMENTAL E GEOTECHNICAL E MATERIALS E ENGINEERING AND TESTING SERVICES REPORT OF DRILLED PIER INSPECTION Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/25/2004 Report No.: 903-004-099 DPI REMARKS: Monitored drilling of 1,r-0underreamed OR❑ straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 4.50 inches on pier No. 2. Concrete was a 3500 psi mix, delivered by Transit Mix. TECHNICIAN: C. R. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft.)* Base Of Shaft Clean? Rebar Size (In.) Steel Properly Placed? Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. 1 18 18 36 36 8'2" Yes #6 #3 Yes Yes 2 18 18 36 36 8'2" Yes #6 #3 Yes Yes 3 18 18 36 36 9'2" Yes #6 #3 Yes Yes 4 18 18 36 36 87' Yes #6 #3 Yes Yes 5 18 18 36 36 8'6" Yes #6 #3 Yes Yes 6 18 18 36 36 10'2" Yes #6 #3 Yes Yes 7 18 18 36 36 10'5" Yes #6 #3 Yes Yes 8 18 18 36 36 10, Yes #6 #3 Yes Yes 9 18 18 36 36 10'3" Yes #6 #3 Yes Yes 10 18 18 36 36 8'5" Yes #6 #3 Yes Yes 11 18 18 36 36 87" Yes #6 #3 Yes Yes 12 18 18 36 36 9'6" Yes #6 #3 Yes Yes 13 18 18 36 36 9'2" Yes #6 #3 Yes Yes From Finish Floor or From Existing Floor Surface. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 4230 Blueboniret Drive, Stafford, TX 77477 Phone: (281) 277-6774 DApexgeoscience inc. www.apexgeo.coni Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL ID GEOTECHNICAL S MATERIALS O ENGINEERING AND TESTING SERVICES REPORT OF DRILLED PIER INSPECTION Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/25/2004 Report No.: 903-004-099 DPI REMARKS: Monitored drilling of 1 ,1Z underreamed OR ❑ straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 4.50 inches on pier No. 2. Concrete was a 3500 psi mix, delivered by Transit Mix. TECHNICIAN: C. R. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft.)* Base Of Shaft Clean? Rebar Size (In.) Steel Properly Placed? Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. 14 18 18 36 36 9'5" Yes #6 #3 Yes Yes 15 18 18 36 36 87' Yes #6 #3 Yes Yes * From Finish Floor or From Existing Floor Surface. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, charactenstics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 El Apex geoscience inc. www.qpexgeo.com Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS ED ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/24/2004 Report No.: 903-004-098 DIR Weather & Temperature: Clear & 95 Personnel On -Site: HCBeck Equipment On -Site: Concrete placement equipment Technician: C. R. Description of Progress: As requested by Lance with HCBeck a representative of Apex Geoscience Inc arrived at the above referenced project to inspect the placement of concrete and compaction testing. Apex's representative inspected the concrete placed on the main drive area of the South end of the new parking lot and some parking spaces on the west side, please refer to the attaced map for the location of the concrete placed on this date. The results of the concrete tests may be found in Apex's report No. 903-004-098C. Density tests were taken on pipe trench on the north end of the parking lot at the request of the City inspector and Lance with HCBeck. Compaction tests were performed on the finished subgrade elevations and then excavated for testing below grade, as requested by the City inspector. The results of the compaction testing may be found in Apex's report No. 903-004-098D. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, [E] Apex geoscience inc. www. apexgeo. can 4230 Bluebonnet Drive, Stafford, TX 77477 Plroue: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL ID MATERIALS El ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/24/2004 Report No.: 903-004-098 D Compaction Requirement: 95% of ASTM D698 Standard Count: M:607 D:2664 Moisture Requirement: -3.0% to +3.0%. Technician: C. R. Apex ❑did ®did not monitor placement of fill. Gauge: Model No. Troxler 3430, Serial No. 30386 Test Results Test No. Test Depth In.) Elevation Soil ID No. Max. Dry Density pcf. Optimum Moisture %) Moisture Content % Wet Density (pcf.) Dry Density (pcf.) Compaction (%) Comments 69 6 FSG 74 103 20 18.9 118.5 99.7 96.8 1A Location: 10' E, 10' S of the NE corner of the parking area 70 1 6 1 FSG 74 1 103 1 20 17.6 1 118.2 1 100.5 97.6 1A Location: 10' E, 20' S of the NE corner of the parking area 71 1 6 1 FSG 57 1 112 1 12 9.2 1 121.0 1 110.8 98.9 1A Location: 10' E, 70' S of the NE corner of the parking area 72 1 6 F FSG 57 1 112 1 12 9.8 1 122.0 1 111.1 99.2 1 A Location: 10' E, 30' S of the NE corner of the parking area 73 1 6 1 -1' BG J 74 1 103 1 20 1 19.3 1 120.8 1 101.2 1 98.3 1 1A Location: 10' E, 10' S of the NE corner of the parking area 74 1 6 1 -1' BG 1 74 1 103 1 20 1 20.4 1 122.E 1 101.8 1 98.8 1 1A Location: 10' E, 20' S of the NE corner of the parking area FSG-Finished Subgrade BG-Below Grade Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4.Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 1E Apex geoscience inc. www. apexgeo. con: 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL E GEOTECHNICAL E MATERIALS E ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/20/2004 Report No.: 903-004-095 DIR Weather & Temperature: Clear & 92 Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Description of Progress: As requested by Lance with HCBeck, a representative of Apex Geoscience Inc. arrived at the above referenced project to inspect the placement of concrete. Apex's representative inspected the reinforcing steel placed in the paving for the south end of the new parking lot, which was in general accordance with the project plans and specifications. The concrete for the paving was inspected and tested, the results of which may be found in Apex's report No. 903-004-095C. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, Stale or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, charactenstics, and locations tested and/or observed. This report was prepared for the exciusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL E GEOTECHNICAL a MATERIALS E ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/20/2004 Report No.: 903-004-095 C Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Project Data Specifications 3500 Weather: 2-4 Supplier: 4-6 Mix I.D. #: Placement Clear Transit Mix 100351 BM N/P = Not Provided Field Data Lab No. 409 Ticket No.: 6465998 Air Content (%): Slump (in.): 3.00 Air Temp (F°): 92 Concrete Temp (F°): 89 Time Sampled: 14:20 Time Batched: 13:10 On Site Water: Yardage (c.y.): 10 Cast By: C. Reno Location/Remarks: 80' N. 10' E of the SW corner of the new parking area. Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 409 A 5-27 7 6.00 122160 28.27 4320 409 B 6-17 28 0.00 0 0.00 0 409 C 6-17 28 0.00 0 0.00 0 409 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 E]Apexgeoscience inc. www. apex,-eo. con: Fax: (281) 491-7244 geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/6/2004 Weather & Temperature: Clear 8r 86 Personnel On -Site: HCBeck Report No.: 903-004-086 DIR Equipment On -Site: Concrete palcement and earthworking equipment Technician: C. R. Description of Progress: As requested a representative of Apex Geoscience, Inc. arrived at the above referenced project to inspect and test the placement of fill material and concrete. Apex's representative tested the placement of fill material at the new parking area East of the building, the results of which may be found in Apex's report No. 903-004-086D. Apex's representative also inspected and tested the 30 cubic yards of concrete placed for the floor slab or theater #18 from D.9-16.5 to D.9-15.3 to H.2-15.3 to J.2-16.5, the results which may be found in Apex's report No. 903-004-086C. If you should require additional information or have any questions, please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. www.apex,eeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 r EApex geoscience inc. ENVIRONMENTAL E) GEOTECHNICAL El MATERIALS O ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/6/2004 Compaction Requirement: 95% of ASTM D698 Moisture Requirement: -3.0% to +3.0%. Apex Eldid ®did not monitor placement of fill Report No.: 903-004-086 D Standard Count: M:611 D:2705 Technician: C. R. Gauge: Model No. 3430, Serial No. 30386 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pCf.) Optimum Moisture % Moisture Content %) Wet Density (pcf.) Dry Density (pcf.) Compaction N Comments 61 6 1.0' BFG 57 112 12 10.4 121.3 109.9 98.1 1A Location: 15' south and 15' east of the northwest corner of the new parking lot. 62 1 6 1 1.0' BFG 1 57 1 112 1 12 1 11.5 1 120.5 1 108.1 96.5 1A Location: 50' south and 15' east of the northwest corner of the new parking lot. 63 1 6 1 6.0" BFG 1 57 1 112 1 12 1 9.3 1 122.0 111.7 99.7 1A Location: 35' north and 15' east of the southwest corner of the new parking lot. 64 1 6 1 Grade 1 54 1 132 1 10 1 10.1 1 121.6 110.4 98.6 1A Location: 10' north and 15' east of the southwest corner of the new parking lot. BFG=Below Finished Grade Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, Slate or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www. apexgeo. con: 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 Y V E]Apex geoscience inc. ENVIRONMENTAL IE GEOTECHNICAL El MATERIALS ID ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/6/2004 Report No.: 903-004-086 C Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 3500 Project Data Placement Weather: Clear Supplier: Transit Mix I.D. #: 100351 BM N/P = Not Provided Field Data Lab No. 397 172404 Air Content (%): 4.3 4.50 Air Temp (F°): 86 82 Time Sampled: 11:25 10:15 On Site Water: 10 gal. 10 of 10 Cast By: Craig Reno D.9-16.5 to D.9-15.3 to H.2-15.3 to H.2-16.5 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 397 1A 05/13 7 6.00 102770 28.27 3640 397 1 B 06/03 28 0.00 0 0.00 0 397 1 C 06/03 28 0.00 0 0.00 0 397 1 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Attention: Ms. Meredith Tinney City: 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/5/2004 Report No.: Weather & Temperature: Clear & 85 Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Cinemark Movies 16 Expansion College Station, TX 903-004-085 DIR Description of Progress: As requested a representative of Apex Geoscience, Inc. arrived at the above referenced project to inspect and test the placement of base coarse material and concrete. The base coarse material was placed at the north side of Auditorium 18. The results of the compaction testing may be found in Apex's report No. 903-004-085D. Apex also inspected the reinforcing steel for size and spacing, which was in general accordance with the project plans and specifications. The concrete placement was postponed until later in the evening. Apex technician left four (4) cylinders at the contractors request. If you should require additional information or have any questions, please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www. apexgeo. cons 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 .6 E]Apex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL El MATERIALS El ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/5/2004 Report No.: 903-004-085 D Compaction Requirement: 95% of ASTM D698 Standard Count: M:611 D:2705 Moisture Requirement: -3.0% to +3.0%. Technician: C. R. Apex ❑did ®did not monitor placement of fill. Gauge: Model No. 3430, Serial No. 30386 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture (%) Moisture Content (%) Wet Density pcf.) Dry Density pcf. Compaction (%) Comments 60 6 FSG 54 132 10 9.0 142.3 130.5 98.9 2A Location: F-15.5 FSG=Final Subgrade Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, OApex geoscience inc. www. apexgeo. cons 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL IE MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Attention: Ms. Meredith Tinney 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/ 10/2004 Weather & Temperature: Clear & Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Project: Cinemark Movies 16 Expansion City: College Station, TX Report No.: 903-004-088 DIR Description of Progress: As requested by the client, a representative with Apex Geoscience, Inc. arrived at the above referenced project to inspect and test the placement of fill material. Shortly after arriving onsite, contractor cancelled testing. If you should require additional information or have any questions, please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 geoscience EA ex inc. 1� ENVIRONMENTAL El GEOTECHNICAL O MATERIALS IE ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Attention: Ms. Meredith Tinney City: 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/1/2004 Report No Weather & Temperature: Clear & Personnel On -Site: HCBeck Equipment On -Site: Technician C. R. Cinemark Movies 16 Expansion College Station, TX 903-004-068 DIR Description of Progress: A representative of Apex Geoscience, Inc. arrived at the above referenced project to picked up one (1) set of four (4) grout prisms, cast by Apex on March 31, 2004 and returned them to the laboratory for curing and compressive strength testing. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the speck items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. f www.ape-xgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 geoscience DA ex inc. p ENVIRONMENTAL 1E GEOTECHNICAL O MATERMLS El ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/29/2004 Report No.: 903-004-082 D Compaction Requirement: 95% of ASTM D698 Standard Count: M:651 D:2584 Moisture Requirement: -3.0% to +3.0%. Technician: B. M. Apex ❑ did E did not monitor placement of fill. Gauge: Model No. Troxler 3430, Serial No. 34735 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture N Moisture Content N Wet Density (pcf.) Dry Density (pcf.) Compaction (%) Comments 58 6 FG 54 132 10 9.6 140.6 128.3 97.1 1 A Location: Theater #17 building pad, J.3-15.7 59 1 6 1 FG 1 54 1 132 10 1 10.3 1 140.9 1 127.8 96.8 1 A Location: Theater #17 building pad, J-16.2 FG-Finished Grade Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www.apexgeo.conz 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL ID MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/16/2004 Report No.: 903-004-075 DIR Weather & Temperature: Clear & Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Description of Progress: As requested a representative of Apex Geoscience Inc arrived at the above referenced project to inspect the placement of fill material. Apex's representative tested the fill material placed in the new parking lot East of the building. The results of the compaction testing may be found in Apex report No. 903-004-075D. A sample of fill material was picked up and returned to Apex's laboratory for testing. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www.ape-xgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 Fl-\IApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/16/2004 Report No.: 903-004-075 D Compaction Requirement: 95% of ASTM D698 Standard Count: M:613 D:2670 Moisture Requirement: -0.0% to +0.0%. Technician: C. R. Apex ❑did ®did not monitor placement of fill. Gauge: Model No. Troxler 3430, Serial No. 34735 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture (%) Moisture Content %) Wet Density (pcf.) Dry Density (pcf.) Compaction (%) Comments 45 6 -2.5' 57 112 12 11.9 122.4 109.4 97.7 1 A Location: 15' East, 30' North of the Southwest corner of the new East parking lot 46 1 6 1 -2.5' 1 57 1 112 1 12 1 10.4 1 120.2 1 108.9 1 97.2 1 1 A Location: 30' East, 70' North of the Southwest corner of the new East parking lot Elevations are in reference to finished grade. Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, EApexgeoscience inc. www. apexgeo. can 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax. (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERMLS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/28/2004 Report No.: 903-004-081 DIR Weather & Temperature: Partly Cloudy & Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Description of Progress: As requested a representative of Apex Geoscience Ince arrived at the above referencd project to inspect the placement of fill material. Apex's representative tested the fill material placed in the new parking lot east of the building and the base course material in the building. The results of the compaction testing may be found in Apex's report No. 903-004-081 D. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.ape,xgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (28I) 491-7244 EApex geoscience inc. ENVIRONMENTAL ID GEOTECHNICAL El MATERL4LS O ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/28/2004 Report No.: 903-004-081 D Compaction Requirement: 95% of ASTM D698 Standard Count: M:605 D:2670 Moisture Requirement: -3.0% to +3.0%. Technician: C. R. Apex El did ®did not monitor placement of fill. Gauge: Model No. Troxler 3430, Serial No. 30386 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture N Moisture Content N Wet Density (pcf.) Dry Density (pcf.) Compaction N Comments 55 6 -11" FF 23 109 17 14.7 119.1 103.9 95.3 1A Location: J.3-15.5 56 1 6 1 -6" FSG 1 57 1 112 1 12 1 16.3 1 125.8 1 108.2 1 96.6 1A Location: 10' north and 15' east of the southwest corner of the new parking lot. 57 1 6 1 -6" FSG 1 57 1 112 1 12 1 15.9 1 126.4 1 109.1 1 97.4 1A Location: 35' north and 15' east of the southwest corner of the new parking lot. FF-Finished floor FSG-Finished Subgrade. Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (28I) 277-6774 Fax: (28I) 49I-7244 EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/26/2004 Report No.: 903-004-080 DIR Weather & Temperature: Overcast & Personnel On -Site: Equipment On -Site: Technician: C. R. Description of Progress: As requested a representative of Apex Geoscience Inc was scheduled to perform inspections at the above referenced project. While in transit to the jobsite, Apex was informed that the work for this date was cancelled due to inclemental weather. The work will be rescheduled for a later date. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 geoscience DA ex inc. � ENVIRONMENTAL El GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT ` Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 3/29/2004 Report No.: 903-004-066 DIR Weather & Temperature: Clear & 79 Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Description of Progress: As requested by the client, a representative with Apex Geoscience, Inc. arrived at the above referenced project to test the grout placed at column line J.4-13.7. One (1) set of four (4) grout cylinders was cast, the results of which may be found in Apex's report No. 903-004-066G. Apex picked up one (1) set of three (3) mortar cubes and one (1) set of four (4) grout cylinders and returned them to the laboratory for curing and compressive strength testing. If you should require additional information or have any questions, please feel free — to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. fvww. apexgeo. con: 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL El MATERIALS E ENGINEERING AND TESTING SERVICES GROUT COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/29/2004 Report No.: 903-004-066 G Project Data Specifications Placement Strength (psi): 2000 Weather: Clear Slump (in.): Supplier: Transit Mix Air Content (%): Mix I.D. #: 100341 Grout Temp (F°): N/P = Not Provided Ticket No.: Slump (in.): Grout Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Field Data Lab No. 4020 6464041 Air Content (%): Air Temp (F°): 80 Time Sampled: 14:15 On Site Water: 6 Cast By: Wall at Column Lines J.4-13.7 J. Whitfield, C. Reno Compression Test Results Lab Prism Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ®Prisms picked up by Apex personnel. ❑ Prisms made by others. 4020 1 A 04/05 7 3.00 16150 7.05 2291 4020 1 B 04/26 28 3.00 0 0.00 0 4020 1 C 04/26 28 3.00 0 0.00 0 4020 1 D Hold 3.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. H7J4w. apexgeo. coin 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL t7 GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Attention: Ms. Meredith Tinney 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 3/31 /2004 Weather & Temperature: Clear & 86 Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Project: Cinemark Movies 16 Expansion City: College Station, TX Report No.: 903-004-067 DIR Description of Progress: As requested by the client, a representative with Apex Geoscience, Inc. arrived at the above referenced project to inspect and test the placement of fill material at K-15.8, the results of which may be found in Apex's report No. 903-004-067D. A sample of grout placed at column line K.7-14.6 was taken, the results of which may be found in Apex's report No. 903-004-067G. Apex picked up one (1) set of four (4) grout cylinders and returned them to the laboratory for curing and compressive strength testing. If you should require additional information or have any questions, please feel free to contact us at your convenience Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, matenals, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 1E Apex geoscience inc. wwm apexgeo. cons 4230 B[ueboruiet Drive, Stafford, TX 77477 Phoue: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL IE MATERIALS O ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 3/31 /2004 Report No.: 903-004-067 D Compaction Requirement: 95% of ASTM D698 Standard Count: M:2507 D:633 Moisture Requirement: -3.0% to +3.0%. Technician: C. R. Apex El did ®did not monitor placement of fill. Gauge: Model No. 3430, Serial No. 34735 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture N Moisture Content N Wet Density (pcf.) Dry Density (pcf.) Compaction (%) Comments 43 6 Grade 54 132 10 9.6 142.0 129.6 98.2 2A Location: K-15.8 Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4.Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 ► Wn apexgeo. corn Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL l) GEOTECHNICAL E MATERIALS O ENGINEERING AND TESTING SERVICES GROUT COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/31 /2004 Report No.: 903-004-067 G Strength (psi): Slump (in.): Air Content (%): Grout Temp (F°): Ticket No.: Slump (in.): Grout Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 2000 Project Data Placement Weather: Clear Supplier: Transit Mix Mix I.D. #: 100341 N/P = Not Provided Field Data Lab No. 4021 6464163 Air Content (%): Air Temp (F°): 86 82 Time Sampled: 15:35 15:00 On Site Water: 6 Cast By: Craig Reno K.7-14.6 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑Cylinders made by others. 4021 A 4-7 7 3.00 9670 7.05 1372 4021 B 4-28 28 0.00 0 0.00 0 4021 C 4-28 28 0.00 0 0.00 O 4021 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the speck items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. n Ww,apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (28I) 277-6774 Fax: (28I) 49I-7244 Apex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL ED MATERIALS 0 ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/2/2004 Report No.: 903-004-069 DIR Weather & Temperature: Clear & 75 Personnel On -Site: HCBeck Equipment On -Site: Technician: J.W. Description of Progress: As requested by the client, a representative with Apex Geoscience, Inc. arrived at the above referenced project to inspect and test the placement of fill material at K-15.2, the results of which may be found in Apex's report No. 903-004-069D. Apex also inspected and tested the mortar placed at K.7-16 to K.3-16, the 29th course. A sample of mortar placed at column line K.7-16 was taken, the results of which may be found in Apex's report No. 903-004-069M. Apex observed and inspected the placement of reinforcing steel in the floor slab at K.7-16 to K.7-15.3 to J.4-15.3 to J.4-16, the results of which may be found in Apex's report No. 903-004-069RS. If you should require additional information or have any questions, please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. www.apergoreo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phorre: (281) 277-6774 Fax: (281) 491-7244 ElApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL El MATERIALS 17 ENGINEERING AND TESTING SER VICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/2/2004 Report No.: 903-004-069 D Compaction Requirement: 95% of ASTM D698 Standard Count: M:652 D:2557 Moisture Requirement: -3.0% to +3.0%. Technician: C. R. Apex ❑did ®did not monitor placement of fill. Gauge: Model No. 3430, Serial No. 34735 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture (%) Moisture Content (%) Wet Density (pcf.) Dry Density (pcf.) Compaction (%) Comments 44 6 Grade 54 132 10 9.1 142.1 130.3 98.7 2A Location: K-15.2 Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www. apexgeo. com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 F _lApex geoscience inc. ENVIRONMENTAL (El GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Attention: Ms. Meredith Tinney City: 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 4/13/2004 Report No.: Weather & Temperature: Clear & 58 Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Cinemark Movies 16 Expansion College Station, TX 903-004-074 DIR Description of Progress: As requested by the client, a representative with Apex Geoscience, Inc. arrived at the above referenced project to inspect and test the placement of the concrete floor slabs from Column lines K.7 to JA and 15.3 to 17. Apex cast one'(1) set of four (4) concrete cylinders, the results of which may be found in Apex's report No. 903-004-074C. Apex also inspected and tested grout placed at J.1-16 to K.7-16, courses 49 to 58. A sample of grout was taken for compressive strength testing, the results of which may be found in Apex's report No. 903-004-074G. Apex picked up one (1) set of three (3) mortar cubes and one (1) set of four (4) grout prisms, cast by Apex on April 8, 2004 and returned them to the laboratory for curing and compressive strength testing. If you should require additional information or have any questions, please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, E]Apexgeoscience inc. www. apexgeo. con: 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 rl—\lApex geoscience inc. ENVIRONMENTAL E GEOTECHNICAL E MATERIALS E ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 4/13/2004 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Report No.: - 903-004-074 C Project Data Specifications Placement 3500 Weather: Clear 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351BM N/P = Not Provided Field Data Lab No. 356 171430 Air Content (%): 4.2 4.50 Air Temp (F°): 58 70 Time Sampled: 11:00 10:31 On Site Water: 10 10 of 20 Cast By: Craig Reno K.5-15.4 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 356 A 4-20 7 6.00 114850 28.27 4060 356 B 5-11 28 0.00 0 0.00 0 356 C 5-11 28 0.00 0 0.00 0 356 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, EApex geoscience inc. www. apexgeo. cons 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL El MATERIALS ID ENGINEERING AND TESTING SERVICES GROUT COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 4/13/2004 Report No.: 903-004-074 G Strength (psi): Slump (in.): Air Content (%): Grout Temp (F°): Project Data Specifications 2000 Weather: Supplier: Mix I.D. #: Placement Clear Transit Mix 100341 N/P = Not Provided Field Data Lab No. 4027 Ticket No.: 171432 Air Content (%): Slump (in.): Air Temp (F°): 61 Grout Temp (F°): 68 Time Sampled: 11:30 Time Batched: 10:41 On Site Water: 30 gal. Yardage (c.y.): 4 Cast By: Craig Reno Location/Remarks: J.1-16 to K.7-16. course 49 to course 58 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ®Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 4027 A 4-20 7 3.00 11330 7.07 1603 4027 B 5-11 28 0.00 0 0.00 0 4027 C 5-11 28 0.00 0 0.00 0 4027 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, IE Apex geoscience inc. www. apexgeo. corn 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax. (281) 491-7244 Fl--\lApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL O MATERIALS El ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/5/2004 Report No.: 903-004-055 C1 REVISED 1 Project Data Specifications Placement Strength (psi): 4000 Weather: Clear Slump (in.): 3-5" Supplier: Transit Mix Air Content (%): Mix I.D. #: 100405 Concrete Temp (F°): N/P = Not Provided Field Data Lab No. 292 Ticket No.: 6463078 Air Content (%): Slump (in.): 4.50 Air Temp (F°): 69 Concrete Temp (F°): 73 Time Sampled: 11:35 Time Batched: 11:00 On Site Water: 0 Yardage (c.y.): 10 Cast By: Brian Moore Location/Remarks: Structural Beams line 16 from JA to K. Column line J.1 from 16 to 17, Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 292 A 3-12 7 6.00 104200 28.27 3690 292 B 4-2 28 6.00 141580 28.27 5010 292 C 4-2 28 6.00 148860 28.27 5270 292 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, ElApexgeoscience inc. www.qpexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 I EApex geoscience inc. ENVIRONMENTAL IN GEOTECHNICAL MATERL" a ENGINEERING AND TESTING SERVICES REPORT OF DRILLED PIER INSPECTION Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 1/26/2004 Report No.: 903-004-045 DPI REMARKS: Monitored drilling of 1 V underreamed OR 0 straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 6.50 inches on pier No. varoius. Concrete was a 3000 psi mix, delivered by Transit Mot. TECHNICIAN: B. M. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft.)' Base Of Shaft Clean? Rebar Size (In.) Steel Proper Placed? Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. K.7-15.4 30 31 72 74 8-3" Yes #6 #3 Yes Yes K.7-15.6 30 31 72 74 811" Yes #6 #3 Yes Yes K.7-16 30 31 72 74 87 Yes #6 #3 Yes Yes K.3-16 30 31 72 74 87" Yes #6 #3 Yes Yes J.7-16 30 31 72 74 97 Yes #6 #3 Yes Yes J.4-16 30 31 72 74 87 Yes #6 #3 Yes Yes J.4-15.5 30 31 72 74 911" Yes #6 #3 Yes Yes J.1-17 30 31$72 74 9' Yes #6 #3 Yes Yes J.1-16 30 3174 8-2" Yes #6 #3 Yes Yes F.5-17 30 3174 8110" Yes #6 #3 Yes Yes F.3-17 30 3174 8111" Yes #6 #3 Yes Yes D.5-17 30 3174 &6" Yes #6 #3 Yes Yes D.3-17 30 3174 911" Yes #6 #3 Yes Yes " From Finish Floor or From Existing Floor Surface. Unless noteck tests are pwkwnvd gerwally per applicable ASTM, AASHTO. Stets or federal transportation agency, or other accepted or recognized standards. Resutis Bated perfaln only to the spedfic Items, rrwWWs, characteristics. and locations tested andfor observed. Thls report was prepared for the mcdus" use of Apmes diem Apex Is not resporta ble for the use. duplication. Interpretation or rellance on aA or part of ft report by odwers. Respectfully submitted, DApar geoscience inc. 1G� www ap"geo.com 4230 Bhubonnd Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fart: (281) 491-7244 i �1Apex geoscience inc. ENVIRONMENTAL IN GEOTECKMOU in MATERLILS IN ENGINEERING AND TESTING SERVICES REPORT OF DRILLED PIER INSPECTION Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 1/26/2004 Report No.: 903-004-045 DPI REMARKS: Monitored drilling of IVunderreamed OR 0 straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 6.50 inches on pier No. varoius. Concrete was a 3000 psi mix, delivered by Transit Mix. TECHNICIAN: B. M. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft)* Base Of Shaft Clean? Reber Size (In.) Steel Properly Placed? Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. D-17 30 31 72 74 8'11" Yes #6 #3 Yes Yes D-15.5 30 31 72 74 9'11" Yes #6 #3 Yes Yes • From Finish Floor or From Existing Floor Surface. Unless noted. tests are performed generally per applicable ASTM. AASHTO. State or federal transportation agency, or odw aaoepted or recognized standards. Results fisted pertain only to the specific Items, materials. dmirecteristics. and locatlona tested and/or observed. This report was prepared for the exclusive use of Aperfa Client. Apex Is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DAlpex geoscience ine- www apccgeo.com 4230 Bluebonnet Dsf v, Stafford, 7X 77477 Phone: (281) 277-6774 Fax: (281) 491-n" 0 EApex geoscience inc. ENVIRONMENTAL IN GEOTEC"CAL IN AMTERL" 0 ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 1/26/2004 Report No.: 9034X 4)45 C REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F'): Project Data Specifications Placement Weather: Clear Supplier: Transit Mix Mix I.D. #: 100301 N/P = Not Provided Field Data Lab No. 245 Ticket No.: 6462329 Air Content (%): 1.2 Slump (in.): 6.50 Air Temp (F°): 64 Concrete Temp (F°): 63 Time Sampled: 11:45 Time Batched: 11:15 On Site Water. 0 Yardage (c.y.): 10 Cast By: Brian Moore Location/Remarks: Piers-K 7-16 K 5-16 J 7-16 and J 4-16 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test result meet spedncaWm- No. No. Tested (Days) (in) (lbs) Section (in) ❑ Teat resells do not meet speaficatlorts. ® Cylindars pidted up by apex personnel. 0 Cy&Wm nraae by °0ws. 245 A 2-2 7 6.00 91430 28.27 3230 245 B 2-23 28 6.00 118830 28.27 4200 245 C 2-23 28 6.00 117210 28.27 4150 245 D Hold 0.00 0 0.00 0 Comments: Unless noted. tests we permed generally per appkable ASTM, AASKO. State or federal tanspoft0on agency. or other accepted or reoogn¢ed standards. Results listed pertain only io the specft hems. materials, draracteristics, and locations tested and/or observed. This report was prepared for the excUsive use of Apex's dent. Apex Is not respormibb for the use. duplication, Interpretation or roNance on al or part of this repoR by others. Respectfully submitted, ©Apexgeoscience ine- www apexgeac0m 4230 B/nebonnd Drive; Skhbr4 TX 77477 Prone: (281) 277-6774 Fox: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL 0 GEOTECMUCU IN MA7ERULS IN ENGINE&VNGANDTESTINGSERVICES DAILY INSPECTION REPORT Client: HCBec k Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 1/28/2004 Report No.: 9034X04-047 DIR Weather & Temperature: Clear & 64 Personnel On -Site: HCBec k Equipment On -Site: Technician: Earthworking equipment B. M. Description of Progress: As requested a representative of Apex geoscience inc arrived at the above referenced project to inspect earthworking procedures. Apex performed a proofrolling inspection on the Auditorium No. 18 using a fully loaded tandem axle dump truck. No pumping or rutting was observed and the soil appeared to be firm. Compaction testing was performed on the fill material for the Auditorium Nos. 17 and 18. For the results of the compaction testing please refer to Apex's report No. 903-004-047D. A sample of existing brown clayey sand was picked up from the new parking lot east of the Theater and returned to Apex's laboratory for testing. If you should require additioani information or have any questions please feel free to contact us at your convenience. Unless noted. tests are performed generally per applicable ASTM. AASHTO. State or federal transportation agency, or other accepted or recognized standards. Results titled pertain only to the epecinc items, materials, dMaderlatca, and locations tested andlor observed. This report was prepared for the exclusive use of Apex's client. Apex Is not responsible for the use, duplication. Interpretation or reliance on all or part of this report by otliers. Respectfully submitted, ©Apargeoscience ine- wrvw apexgemcom 4230 Blrrebonnd Drive, Stafford, TX 77477 Phone: (281) 277-6774 FaaG (281) 491-72" EApex geoscience inc. ENVIRONMENTAL Ia GEOTECANICAL El AMTERL" 0 ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTUREIDENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 1/28/2004 Report No.: 9034XA-047 D Compaction Requirement: 95% of ASTM D698 Moisture Requirement: -3.0% to +3.0%. Apex- ®did El did not monitor placement of fill. Standard Count: M:680 D:2732 Technician: B. M. Gauge: Model No. Troxler 3430, Serial No. 29935 Test Results Test No. Test Depth In. Elevation l ;No. Max. Dry Density Optimum Moisture % Moisture Content %10 Wet Density Dry Density Compaction (%) omments 6 5th Lift 109 17 14.7 126.9 112.2 102.9 IA Location: 5' West, 20' South of the Northeast comer of Auditorium #17 11 1 6 1 5th Litt 1 23 1 109 1 17 1 13.0 1 121.2 1 107.71 98.8 1 IA Location: 19 North, 10' East of the Southwest comer of Auditorium #17 12 1 6 1 6th Lift 1 23 1 109 1 17 1 14.6 1 125.2 1 109.31 100.2 1 IA Location: 25' South, 10' West of the Northeast comer of Auditorium #17 13 1 6 1 6th Lift 1 23 1 109 1 17 1 14.7 1 126.7 1 110.51 101.4 1 IA Location: 16 North, 20' East of the Southwest comer of Auditorium #17 14 1 6 1 ESG 1 24 1 102 1 21 1 22.4 119.3 97.5 95.6 3A Location: 5' South, 10' East of the Northwest comer of Auditorium #18 15 1 6 ESG 1 24 1 102 1 21 1 21.9 119.7 98.3 96.4 3A Location: 10' North, 16 East of the Southwest comer of Auditorium #18 16 1 6 1 1 st Lift 1 23 1 109 1 17 1 13.8 1 121.0 1 106.31 97.6 1 IA Location: 10' South, 16 East of the Northwest comer of Auditorium #18 ESG-Existing subgrade. Existing Material Moist Req. 0% to +4% Comments: 1. Fig Material A. Test Compiles with Compaction Requirement 2. Base Course B. Test Does Not Comply with Compaction Requmment. 3. Native Subgrade C. Retest of Previous Test 4. Obw D. Moisture Not Wiillm Specified Range. E. Moisture test value on lime-stabi teed, cemendtous, and certain flexible base materials may not represent the actual values at the time of oompactlon. F. Retest complies with compaction requirement Unless noted, testa are performed generally per applicable ASTM, AASHTO, Stab or federal transportation agency, or other accepted or recognized standards. Resuft listed pertain only to the spa items, materials, dwacterbtics, and tecetions tested andlar observed. This report was prepared for the exdusWe use of Apex's diem. Apex is not responsible for the use, duplication, interpretation or reliance on all or pert of this report by others. Respectfully submitted, OApexgeoscience ine. i ��'✓�r,�, �-mac www apexgeacom 4230 Blaebonnd Ddvq SAufjord, 7X 77477 Phone: (281) 277-6774 F= (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL In GEOTEChWC a IN MATERUIS in ENGINEERING AND TEsnNG SERVICES REPORT OF IN -PLACE SOIL MOISTUREIDENSITY BY NUCLEAR METHODS Client: HCBeck Attention: Ms. Meredith Tinney 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 1 /28/2004 Compaction Requirement: 95% of ASTM D698 Moisture Requirement: -3.0% to +3.0%. Apex ®did ❑did not monitor placement of fill. Project: Cinemark Movies 16 Expansion City: College Station, TX Report No.: 903-004-047 D Standard Count: M:680 D:2732 Technician: B. M. Gauge: Model No. Troxler 3430, Serial No. 29935 Test Results Test No. Test Depth In. Elevation Soil ID No. Max. Dry Density Optimum Moisture % Moisture Content % Wet Density Dry Density Compaction (%) Comments 17 6 1 st Lift 23 109 17 14.2 118.7 103.9 95.4 IA Location: 15' North, 10' East of the Southwest comer of Auditorium #18 18 1 6 1 2nd Lift 1 23 1 109 1 17 1 13.8 121.3 1 106.61 97.8 1 1A Location: 10' North, 15' East of the Southwest comer of Auditorium #18 19 1 6 1 3rd Lift 1 23 1 109 1 17 1 13.3 1 117.4 1 103.61 95.0 1 1A Location: 15' North, 10' East of the Southwest comer of Auditorium #18 20 1 6 1 4th Lift 1 23 1 109 1 17 14.7 1 118.7 1 103.51 95 1 IA Location: 10' North, 8' East of the Southwest comer of Auditorium #18 21 1 6 1 5th Lift 1 23 1 109 1 17 1 13.6 1 122.E 1 107.91 99.0 1 1A Location: 5' North, 15' East of the Southwest comer of Auditorium #18 22 1 6 1 ESG 1 32 1 115 1 12 10.3 T-124.27112.71 98.0 1 3A Location: Center of new Parking area east of the theater ESG-Existing subgrade. Existing Material Moist Req. 0% to +4% Comments: 1. AN Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test 4.Other D. Moisture Not Within Specified Range. E. Moisture test value on lime-stablLmd, cementitatis, and certain flext ie base materiels may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement unless noted. tests are performed generally per applicable ASTM. AASMTO, Stab or federal transportation aWW, or other sooepted or moognaed standards. Results listed pertain ordy to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apu% dient. Apex is not responsible for the use. duplication. interpretation or reliance on all or pert of this report by others. Respectfully submitted, 29Apacgeoscknce inc. www.apeicgeo.com 4230 Bluebonnet Duavu; SUfford, TX 77477 Phone• (281) 277-6774 Fox: (281) 491-72" EApex geoscience inc. ENVIRONMENTAL 0 GEOTEChWCAL El MATMAW ID ENGINEERING AND TESTING SERVICES REPORT OF DRILLED PIER INSPECTION Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 1/29/2004 Report No.: 903-004-048 DPI REMARKS: Monitored drilling of 9 ® underreamed OR ❑ straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 5.00 inches on pier No. Several. Concrete was a 3000 mix, delivered by Transit Mix. TECHNICIAN: C. R. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft)* Base Of Shaft Clean? Rebar Size (In.) Steel Proper) Placed? Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. K.5-13.7 24 32 48 60 10,8" Yes #6 #4 Yes Yes K.2-13.7 24 32 48 60 117 Yes #6 #4 Yes Yes K.4-14.5 24 32 60 60 107 Yes #6 #4 Yes Yes J.8-13.7 24 32 48 60 ill Yes #6 #4 Yes Yes J.5-13.7 24 32 48 60 1015" Yes #6 #4 Yes Yes J.3-13.7 24 32 48 60 105" Yes #6 #4 Yes Yes J.4-14.5 24 32 48 60 1011" Yes #6 #4 Yes Yes H.2-14.6 24 32 48 60 ill Yes #6 #4 Yes Yes H.2-14.9 24 32 60 60 9110" Yes #6 #4 Yes Yes * From Finish Floor or From Existing Floor Surface. Unless rwled. bests are performed generally per applicable ASTM. AASHTO, slab or federal transportation agency, or other accepted or recognmed standards. Results listed pertain only to the specH c items, materials, characteristics. and locations tested and/or observed. This report was prepared for the exclusive use of Apex's dienL Apex is not responsible for the use. duplication, Wdwpretation or reliance on all or pat of this report try others. Respectfully submitted, ©Apex geoscience ine. www apexgeo.com 4230 Bluebonad Dri w, Stafford, TX 77477 Phone: (281) 277-6774 Fwc. (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL IN GEOTECHMCAL IN MATERL" Is ENGINEF"G AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Ttnney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 1/29/2004 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 3000 5-7" Report No.: 903-004-048 C1 REVISED 1 Project Data Placement Weather. Clear Supplier: Transit Mix Mix I.D. #: 100301 N/P = Not Provided Field Data Lab No. 271 6462409 Air Content (%): 1.1 5.00 Air Temp (F°): 50 64 Time Sampled: 09:40 09*05 On Site Water. 0 10 Cast By: Brian Moore Piers K 2-13 7 J 8-13 7 and J 5-13 7 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet spemmmons. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet spedficatiorts. ® Cylinders picked up by Apex personnel. 271 A 2-5 7 6.00 98520 28.27 3480 271 B 2-26 28 6.00 137550 28.27 4870 ❑ Cyllriders made by otters. 271 C 2-26 28 6.00 136370 28.27 4820 271 D Hold 0.00 0 0.00 0 Comments: Unless noted. tests are perfomrod generally per applicable ASTM. AASWO, state or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the mpedllc items. materials, characteristics, and locadons tested andlor observed. Thie report was prepared for the exclusive use of Apex's dbrrt. Apex is not responsible for the use, duplication, inbrpretadon or reliance on all or part of this report by odwrs. Respectfully submitted, © Apex geoscience ine- www.gpexgeo.com 4230 Bluebonnet Drs04 Stafford, TX 77477 Phony (281) 277-6774 Far. (28I) 491-7244 geoscience Z A ex inc.p ENVIRONMENTAL 0 GEOTECM UOU a MATERUI S In ENGINEERING AI M TESTTNG SERVICES REPORT OF DRILLED PIER INSPECTION Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith riinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Dab: 2/19/2004 Report No.: 903-004-M DPI REMARKS: Monitored drilling of 10 underreamed OR ❑ straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 4.75 inches on pier No. H.2-14.8. Concrete was a 3000 mix, delivered by Transit Mix. TECHNICIAN: B. M. Test Result Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft.)` Base Of Shaft Clean? Reber Size (In.) Steel Proper)y Placed? Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. H.2-14.8 24 24.5 60 61 11.0 Yes #6 #3 Yes Yes ' From Finish Floor or From Existing Floor Surface. Unless noted, tests we performed generally per appOcabb ASTM. AASHTO, State or federal transportsdon agency. or other accepted or recognized standards. Results Ilsted pertain only to the specft Herne, materials, dwacbriatics, and locations tested andlor observed. This report was prepared for the exclusive use of Apex's dkmL Apex Is not responsibb for the use, duplication, interpretation or ref on ate or part of this report by olhen. Respectfully submitted, ©Apacgeoscunce inG www.apergeo.com 4230 BMebo»wet! DdM SMAbr4 Tar 77477 Phonc (281) 277-6774 Fes: (gal) 491-72" geoscience A ex inc. p ENVIRONMENTAL 0 GEOTECAMCU 0 AMTERMU IN ENGINEERING M TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 2/19/2004 Report No.: 903-004-050 C1 REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F'): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 3000 5-7" Project Data Placement Weather. Clear Supplier: Transit Mix Mix I.D. #: 100301 N/P = Not Provided Field Data Lab No. 270 169455 Air Content (%): 1.9 4.75 Air Temp (F°): 53 62 Time Sampled: 08:40 08:00 On Site Water. 10 gallons added 3 Cast By: Brian Moore Pier H.2-14.8 Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (Its) Cross Section (in) Strength ® Test results meet specificanons. ❑ Test results do not meet speaflcatlons. ®cylinders` up by Apex personnel. ❑ Cylinders made by off' 270 A 2-26 7 6.00 110470 28.27 3910 270 B 3-18 28 6.00 150930 28.27 5340 270 C 3-18 28 6.00 147440 28.27 5220 270 D Hold 0.00 0 0.00 0 Comments: Unless noted. tests are performed generally per applicable ASTM. AMKrO. State or federal transportation agency. or other accepted or recognized standards. Results fisted pertain only to the specific items, materials, characteristics. and locations tested and/or observed. This report was prepared for the exclusive use of Apex's dient. Apex is not responsible for the use, duplication. Interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience ina www apexgeo.com 4230 Bluebonnet Drive, SYo f'br4 TX 77477 Phone: (281) 277-6774 Fox: (281) 491-7244 geoscience ^ A ex inc. p E&MONMEN7AL 0 GEOTECRM0a 0 A"MRL" El ENGINEERING AND TESTING WHCES DAILY INSPECTION REPORT Client: HCBeck Attention: Ms. Meredith Tinney 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 2/20/2004 Weather & Temperature: Clear & 65 Personnel On -Site: HCBeck Project: Cinemark Movies 16 Expansion City: College Station, TX Report No.: • 9034004-051 DIR Equipment On -Site: Drill Rig, Concrete placement and Earthworking Equipment Technician: B. M. Description of Progress: As requested a representative of Apex Geoscience inc arrived at the above referenced project to inspect the drilling of piers and to test the placement of fill material. Apex's representative inspected the drilled pier, inspected the reinforcing steel, and tested the concrete placed in the pier. For the results of the pier inspection please refer to Apex's report No. 903-004-051 DPI. The results of the concrete inspection may be found on Apex's report No. 9034004-051 C. Apex tested the fill material placed in the parking area East of the Theater building. The moisture of the material exceeded the project requirements. The material will be dried, recompacted and retested on a later date. If you should require additional information or have any questions please feel free to contact us at your convenience. unless rioted, tests are performed generally per applloable ASTM. AASHTO. State or federal transportation agency, or other aoxptsd or recognized standards. Results listed pertain only to the specific items, materials, chareceeristics. and locations tested and/or observed. This report was prepared for the exduahre use of Apex's dient Apex Is not responsible for the use, duplication. interpretation or reliance on an or part or this report by others. Respectfully submitted, ©Apargeoscknce ine- www apexgeo.com 4230 Bluebonnet Drive, StaJfor4 7X 77477 Phony (281) 277-6774 Fm:: (281) 491-72 4 geoscience A ex inc. p EIMRONMENTdL 0 GEOTECHWIGIL 0 MATERL" 0 ENGINEERING AND TESTING SERVICES REPORT OF DRILLED PIER INSPECTION Client: HCBedc Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith riinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 2/20/2004 Report No.: 903-004-051 DPI REMARKS: Monitored drilling of 10 underreamed OR ❑ straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 0.00 inches on pier No. C.9-15.3. Concrete was a 3000 mix, delivered by Transit Mix. TECHNICIAN: B. M. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft.)' Base Of Shaft Clean? Rebar Size (In.) Steel Prope Placed. Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. C.9-15.31 30 31 72 74 12 Yes #6 #3 Yes Yes From Finish Floor or From Existing Floor Surface. Union noted, tests are pwbmsd generally per applicable ASTM. AASHTO, State or federal transportation agency. or odw acoepted or recognized standards. Results Rated pertain only to tiro specific Items, materials, dwactermtft, and locations tested and/or observed. This report was prepared Tor the exclusive use or Apex's client Apex Is not resporoible for the use, duplication, intOM station or reliance on a0 or part of this report by others. Respectfully submitted, OApargeoscience ina 7LJv Blud Rnct Print, Sword, 1X 77477 Phone: (281) 277-6774 Fri (281) 491-72" Apex geoscience inc. civrJavrvAIWIVI at, tnj UPWILLMINIC14L id AMlERLlLS IN ENGINEE1WG.0MTESTINGSERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 2/20/2004 Report No.: 903-004-051 C1 REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F'): Ticket No.: Slump (in.): Concrete Temp (F') Time Batched: Yardage (c.y.): Location/Remarks: Specifications 3000 5-7" Project Data Placement Weather. Clear Supplier. Transit Mix Mix I.D. #: 100301 N/P = Not Provided Field Data Lab No. 169567 Air Content (%): 2.4 -5•00 Air Temp (F'): 63 63 Time Sampled: 10:30 10:00 On Site Water. 0 3 Cast By: Brian Moore Pier 15.3-C.9 Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (Iles) Cross Section (in) Strength ® Test results meet spedecations. ❑ Test results do not meet spedficallons. ®cylinders pi picked up by Apex persomel. Cylinders made by °Mers' 287 A 2-27 7 6.00 84210 28.27 2980 287 B 3-19 28 6.00 146420 28.27 5180 287 C 3-19 28 6.00 134710 28.27 4760 287 D Hold 0.00 0 0.00 0 Comments: Unless noted. lash are performed generally per applicable ASTM, AASHTO, state or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific hems, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's c ierrL Apex Is not responsible for the use, duplication, Interpretation or reliance on all or part of this repot by afhers. Respectfully submitted, DApe c geoscknce ins www.aptvcgeo.com 4230 Bluebonnet Drive, Suffor4 TX 77477 Phone. (281) 277-6774 F= (281) 491-7244 EAPex geoscience inc. ENVIRONMENTAL 0 GEOTEC"C4L IN MATERULS 0 ENGINEERING AND TES77NG SERVICES REPORT OF DRILLED PIER INSPECTION Client: HCBedc Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 3/4/2004 Report No.: 903-004-054 DPI REMARKS: Monitored drilling of 10 underreamed OR ❑ straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 5.00 inches on pier No. K.7-14.4. Concrete was a 3000 mix, delivered by Transit Mix. TECHNICIAN: B. M. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft.)' Base Of Shaft Clean? Rebar Size (In.) Steel Properly Placed? Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. K.7-14.4 24 24 60 62 1011" Yes #6 #3 Yes Yes K.7-14.8 30 31 72 74 10, Yes #6 #3 Yes Yes J.4-14.4 24 24 48 48 10-2" Yes #6 #3 Yes Yes J.4-14.8 30 31 72 74 1011" Yes #6 #3 Yes Yes J.4-15.4 30 31 72 74 107 Yes #6 #3 Yes Yes F.7-15.4 18 18 36 36 10,1" Yes #6 #3 Yes Yes F.7-15.7 18 18 36 36 10, Yes #6 #3 Yes Yes F.7-16.4 18 18 36 36 102" Yes #6 #3 Yes Yes F.5-15.4 18 18 36 36 10, Yes #6 #3 Yes Yes F.5-15.6 18 18 36 36 10,1" Yes #6 #3 Yes Yes F.5-16.1 18 18 36 36 10'2" Yes #6 #3 Yes Yes D-15.9 30 31 72 74 10, Yes #6 #3 Yes Yes • From Finish Floor or From Existing Floor Surface. Unless noted, testa are performed generally Per applicable ASTM. AASHTO, Stare or federal transportallon agency, or other accepted or recognized standards. Results listed pertain only b the apeclk items, materials, characteristic, yid locations tested and/or observed. This report was prepared for the exdushro use of Apex's dlenL Apex Is not responsible for the use, duplication. interpretation or rdiarm on all or pert of this report by others. Respectfully submitted, ©Apargeoscknce ina www.aptvcgeo.com 4230 Blaebonnd Drive, Stafford, TX 77477 Phoae: (281) 277-6774 F= (281) 491-7244 1EAPex geoscience inc. ENVIRONMENTAL IN GEOTECI MCAL IN MATERUM IN ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/4/2004 Report No.: 903-0044054 C1 REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 3000 5-7" Project Data Placement Weather: Overcast Supplier: Transit Mix Mix I.D. #: 301 N/P = Not Provided Field Data Lab No. 291 169852 Air Content (%): 0 5.00 Air Temp (F°): 69 2 Time Sampled: 10:15 09:38 On Site Water. 0 10 Cast By: Brian Moore Piers K.7-14.4 and K 7-14 8 Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (Iles) Cross Section (in) Strength ® Test resuMs meet spedreauons. ❑ Test resuns do not meet �� ®�� Picked up by Apex personnel. G�abers made by oei�' 291 A 3-11 7 6.00 113450 28.27 4010 291 B 4-1 28 6.00 154510 28.27 5470 291 C 4-1 28 6.00 154550 28.27 5470 291 D Hold 0.00 0 0.00 0 Comments: Unless noted. tests we performed generally per applicable ASTM. AASHTO. State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specft hems. materials. characteristics, and locations tested andfor observed. This report was prepared for the exclusive use of Apex's dent. Apex is not responsible for the use. duplication, hMerprotation or reliance on all or part or this report by others. Respectfully submitted, 01Apex geoscience inc. www apexgeacom 4230 BluebonnuDriv, Stafford, 7X 77477 Phone: (281) 277-6774 Faz: (281) 491-72" geoscience DA ex inc. p ENVIRONMENTAL 0 GEOTECIIMCAL IN MATERIALS El ENGINEERING AND TESTING SERVICES REPORT OF DRILLED PIER INSPECTION Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 3/8/2004 Report No.: 903-004-056 DPI REMARKS: Monitored drilling of 6 ® underreamed OR ❑ straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 5.00 inches on pier No. J.1-15.5. Concrete was a 3000 mix, delivered by Tansit Mix. TECHNICIAN: C. R. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft.)' Base Of Shaft Clean? Reber Size (In.) Steel Proper Placed. Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert Horiz. J.1-15.5 24 30 48 48 10,8" Yes #6 #3 Yes Yes J.1-15.3 24 30 48 48 10'9" Yes #6 #3 Yes Yes J.6-14.8 18 24 36 36 10'8" Yes #6 #3 Yes Yes J.6-14.6 18 24 36 36 117 Yes #6 #3 Yes Yes K2-14.6 18 24 36 36 107 Yes #6 #3 Yes Yes K.2-14.8 18 24 36 36 12'10" Yes #6 #3 Yes Yes " From Finish Floor or From Existing Floor Surface. Unless noted. teats are performed generally per applicable ASTM. AASHTO. state or federal transportedon agency, or odrer accepted or recognized standards. Results listed pertain only to the specific Items, materials. and locations tested and/or observed. This report was prepared for the exdustve use of Apex's client. Apex is not responsible for the use, duplication, Inlerpreladon or reliance on a0 or part of this report by others. Respectfully submitted, SApacgeoscience ine. www.apccgeo.com 4230 Bluebonnet Drive, Stafford, 7X 77477 Phone: (281) 277-6774 F= (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL IN GEOTECMWOU IN MATERIAU IN ENGINEERING AND TESTING MRVIC.CJ CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 3/8/2004 Report No.: 9034)04-056 C1 REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F"): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 3000 5-r Project Data Placement Weather. Clear Supplier: Transit Mix Mix I.D. #: 100301 N/P = Not Provided Field Data Lab No. 322 6463148 Air Content (%): 5.00 Air Temp (F°): 72 79 Time Sampled: 11:50 11:15 On Site Water. 0 8 Cast By: Craig Reno Pier at J.1-15.5 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Ted mu is meet specincanow. st No. No. Tested (Days) (in) (Iles) Section (in) Tog reruns do not meet speciftations. Cylinders picked up by Apex personnel. G Cyatders made others. 322 A 3-15 7 6.00 94270 28.27 3330 322 B 4-5 28 6.00 129730 28.27 4590 322 C 4-5 28 6.00 118850 28.27 4200 322 D Hold 0.00 0 0.00 0 Comments: Unless noted. tests we performed generally per applicable AM, AASHTO. state or federal transportation agency. or other accepted or recognized standards. Results Uded pertain only to the specific items. materials, characteristics, and locations tested and/or observed. This report was piepw for the exclusive use of Apexes dlenL Apex is not responsible for the use, duplication. interpretation or reliance on all or part of this report by others. Respectfully submitted, El Aocr geoscience ine- www apergeo.com 4230 Bluebonnet Driw, Ska or4 TX 77477 PJhoi (281) 277-6774 Fax (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL 0 GEOTECAMCAL 0 MATERIALS 0 ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTUREIDENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 3/10/2004 Report No.: 903-004-057 D Compaction Requirement: 95% of ASTM D698 Moisture Requirement -1.0% to +3.0%. Apex ❑did ®did not monitor placement of fill. Standard Count: M:651 D:2601 Technician: M. W. Gauge: Model No. Troxler 3430, Serial No. 34735 Test Results Test No. Test Depth In. Elevation Soil ID No. Max. Dry Density Optimum Moisture % Moisture Content % Wet Density Dry Density Compaction (%) Comments 30 12 -3'6" BSG 32 115 12 15.8 127.6 110.2 95.8 1 A Location: 215' East, 62' South of the Northeast comer of the existing building. 31 1 12 1 -3' BSG 1 32 1 115 1 12 1 14.3 1 128.9 1 112.8 98.0 1 A Location: 225' East, 90' South of the Northeast comer of the existing building. BG-Below Street Grade. Comments: 1. FBI Material A Test Complies with Compaction Requirement 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test 4. Odw D. Moisture Not Within Specified Range. E. Moisture test value on Iirno-stabrT¢ed, cenww0ous, and certain flexible base materials may not represent the acival values at the time of compaction. F. Retest complies with compaction requirement. unless noted. tests are performed generally per applicable ASTM. AASHTO. stale or federal transportation agency, or odw accepted or recognized standards. Results listed pertain only to the sped6c items. materials, dtaracteristics, and locations tested and/or observed. This report was prepared for the exdusive use of Apex's dlerrt Apex Is not responsible for the use. duplication. Interpretation or reliance on all or part of this report by oftra. Respectfully submitted, IN Apex geoscience ine. www.apexgeo.com 4230 B/neboand Drtvr, SWBbrd, TX 77477 Phonw (281) 277-6774 Fka (281) 491-7244 geoscience EA ex inc. p ENVIRONMENTAL IN GEOTECMUClL 0 MATERMa 0 ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTUREIDENSITY BY NUCLEAR METHODS Client: HCBeck Attention: Ms. Meredith Tinney 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 2/18/2004 Compaction Requirement 95% of ASTM D698 Moisture Requirement: -2.0% to +3.0%. Apex ❑did ®did not monitor placement of fill. Project: Cinemark Movies 16 Expansion City: College Station, TX Report No.: 903-004-049 D Standard Count: M:683 D:2754 Technician: B. M. Gauge: Model No. Troxier 3440, Serial No. 29935 Test Results Test No. Test Depth In. Elevation Soil I ID No. Max. Dry Density Optimum Moisture % Moisture Content % Wet Density Dry Density Compaction N Comments 23 6 1st Lift 32 115 12 13.2 124.6 110.1 95.7 1A Location: Location #1, East parking area. 24 1 6 1 1 st Lift 1 32 1 115 12 1 12.4 1 123.4 1 109.81 95.5 1 1A Location: Location #2, East parking area. 25 1 6 1 1st Lift 1 32 1 115 12 1 12.6 1 123.8 1 110.01 95.6 1 1A Location: Location #3, East parking area. 26 1 6 71st Lift 1 24 1 102 21 1 22.4 1 125.E 1 102.61 100.E 1 1A Location: Location #4, East Parking area. 27 1 6 1 1st Lift 1 24 1 102 21 1 22.0 1 124.4 1 102.01 100.0 1 1A Location: Location #5, East parking area. 28 1 6 1 1 st Lift 1 24 1 102 21 1 21.2 1 124.1 1 102.41 100.4 1 1A Location: Location #6. East parking area. 29 1 6 1 1st Lift 1 24 1 102 21 1 19.7 1 119.8 J 100.11 98.1 1 1A Location: Location #7, East Parking area. All locations are indicated on the attached map. Comments: 1. Fill Material A. Test Complies with Compaction Requwamment. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrede C. Retest of Previous Test. 4. Odw D. Moisture Not VUdhin Specified Range. E. Moisture test value on Ihne-stabilized, cementitous, and car ain Ilexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless nosed. rests are perrorrned generally per applicable ASTM. AASHTO, stale or federal transpaAetlon agency, or other accepted or recognized standards. Results Haled pertain only to the sped6c foams. rnaterlals, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex Is not responsible for the use, duplication. Interpretation or reliance on at or part of this report by others. Respectfully submitted, ©Apergeoscience ine- www apargeo.com 4230 Blue6ownd Drive, Swhbrd, TX 77477 Plroea iacoarplde Fitz: hKorrp/ds �- J �N( c ' 1c,y 1 C�Nnnntn � 2 r0_ �g im R m > 95 W'M p!: Halff Associates, Inc. ENGINEERS • ARCHITECTS ' SCIENTISTS • PLANNERS • SURVEYORS M16 NORTHWEST PLAZA DRIVE DA"S,TEXAS 75225 TEL (214) 146-6200 FAX (214) 739-"5 HAIFF ASSOCIATES, INC. ENGINEERS - SURVEYORS - SCIENTISTS PRELIMINARY - FOR INTERIM REVIEW ONLY Theca dooumerMe are for Blddlnp and Pernlll PurpoNe ONY. and are not for Conetr uotiOru They were prepared bY.or under the euMrvblon ofi R. Brandon Aillef 90842 OCIO 2222, 2003 Type or MIM Nape PE• Date 1w-IA i 5 ' � I DRAINAGE AREA MAP CINEMARK MOVIES 16 EXPANSION COLLEGE STATION, TEXAS °I�It1 I l''i-t AApex geoscience inc. ENVIRONMENTAL 0 GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/19/2004 Report No.: 903-004-094 D Compaction Requirement: 95% of ASTM D698 Moisture Requirement: -3.0% to +3.0%. Apex El did ®did not monitor placement of fill Standard Count: M:613 D:2691 Technician: C. R. Gauge: Model No. Troxler 3430, Serial No. 30386 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture (% Moisture Content N Wet Density (pcf.) Dry Density (pcf.) Compaction N Comments 67 6 FSG 57 112 12 14.3 125.2 109.5 97.8 1 A Location: 10' N, 15' E of the SW corner of the new parking lot 68 1 6 1 FSG 1 57 1 112 1 12 14.7 1 124.5 1 108.5 96.9 1 1A Location: 50' N, 15' E of the SW corner of the new parking lot Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, [E Apex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL IE MATERIALS El ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/19/2004 Report No.: 903-004-094 C2 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Project Data Specifications Placement 3500 Weather: Clear 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351BM N/P = Not Provided Field Data Lab No. 408 172904 Air Content (%): 3.9 4.50 Air Temp (F°): 87 90 Time Sampled: 16:40 16:00 On Site Water: 10 Cast By: c. Reno 10' N. 20' E of SW corner of new parking lot Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 408 A 5-26 7 6.00 82140 28.27 2910 408 B 6-16 28 0.00 0 0.00 0 ❑ Cylinders made by others. 408 C 6-16 28 0.00 0 0.00 0 408 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www. apexgeo. coni 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL a MATERIALS ID ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/19/2004 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Report No.: 903-004-094 C1 Project Data Specifications Placement 3500 Weather: Clear 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351 BM N/P = Not Provided Field Data Lab No. 407 172890 Air Content (%): 4.00 Air Temp (F°): 84 96 Time Sampled: 14:15 incom On Site Water: 7 Cast By: C. Reno Pier #1 N end of Rafe on SE side of Aud #18 Refer to Map Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (lbs) Cross Section (in) Strength ❑ Test results meet specifications. ❑ Test results do not meet specifications. ❑ Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 407 A 5-26 7 6.00 79860 28.27 2820 407 B 6-16 28 0.00 0 0.00 0 407 C 6-16 1 28 0.00 0 0.00 0 407 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, E Apex geoscience inc. www. apexgeo. cons 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 E]Apex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL El MATERIALS O ENGINEERING AND TESTING SERVICES REPORT OF DRILLED PIER INSPECTION Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/19/2004 Report No.: 903-004-094 DPI REMARKS: Monitored drilling of 8 ® underreamed OR ❑ straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 4.00 inches on pier No. 1. Concrete was a 3500 psi mix, delivered by Transit Mix. TECHNICIAN: C. R. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft.)* Base Of Shaft Clean? Rebar Size (In.) Steel Properly Placed? Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. 1 18 18 36 36 8'6" Yes #6 #3 Yes Yes 2 18 18 36 36 8'9" Yes #6 #3 Yes Yes 3 18 18 36 36 9'2" Yes #6 #3 Yes Yes 4 18 18 36 36 818" Yes #6 #3 Yes Yes 5 18 18 36 36 8'6" Yes #6 #3 Yes Yes 6 18 18 36 36 8'10" Yes #6 #3 Yes Yes 7 18 18 36 36 8' Yes #6 #3 Yes Yes 8 18 18 36 36 8'3" Yes #6 #3 Yes Yes * From Finish Floor or From Existing Floor Surface. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.apexgeo.coni 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (28I) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS El ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/19/2004 Weather 8r Temperature: Clear 8r 84 Report No.: 903-004-094 DIR Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Description of Progress: As requested by Lance with HCBeck a representative of Apex Geoscience Inc arrived at the above referenced project to inspect the palcement of piers, test the fill material for compaction, and inspect the palcement of concrete. Apex's representative inspected the drilling of the piers placed on the North end of Auditorium 17 and the Southeast side of Auditorium 18. During drilling of the piers on the North side a sanitary sewer was encountered and drilling was stopped. The piers on the Southeast side of Theater 18 were drilled the results of which may be found in Apex's report No. 903-004-094DP1. A map of the drilled pier locations is included. The concrete placed in the piers was tested and the results of which may be found in Apex's report No. 903-004-094C1. Fill material placed on the South end of the new parking area was tested for compaction, the results of which may be found in Apex's report No. 903-004-094D. Apex's representative inspected the placement of concrete on the new parking lot. The results of the concrete tests may be found in Apex's report No. 903-004-094C2. Apex's representative inspected the reinforcing steel for the paving, which was in general accordance with the project plans and specifications. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Photre: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL E GEOTECHNICAL E MATERIALS E ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/18/2004 Report No.: 903-004-093 C Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°) Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 4000 3"+/-1 95 max Project Data Placement Weather: Clear Supplier: Transit Mix Mix I.D. #: 911 N/P = Not Provided Field Data Lab No. 403 172822 Air Content (%): 5.00 Air Temp (F°): 90 90 Time Sampled: 12:00 10:45 On Site Water: 5 gallons added 10 Cast By: Craig Reno Elevated Deck at J 3-15 5 Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (lbs) Cross Section (in) Strength ❑ Test results meet specifications. ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑Cylinders made by others. 403 A 5-25 7 6.00 73510 28.27 2600 403 B 6-15 28 0.00 0 0.00 0 403 C 6-15 28 0.00 0 0.00 O 403 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www. apexgeo. coat 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL tD GEOTECHNICAL ID MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/18/2004 Weather & Temperature: Clear & 92 Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Report No.: 903-004-093 DIR Description of Progress: As requested by Lance with HCBeck a representative of Apex Geoscience Inc arrived at the above referenced project to inspect the placement of concrete. Concrete was placed in the elevated deck on the North side of Auditorium 18, between Auditorium 18 and 17, and on the West side of Auditorium 17. The reinforcing steel was inspected for size and spacing, and was in general acordance with the project plans and specifications. Apex's representative tested the concrete placed in the elevated deck, the results of which may be found in Apex's report NO. 903-004-093C. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www. apexgeo. cons 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/17/2004 Report No.: 903-004-092 D Compaction Requirement: 95% of ASTM D698 Standard Count: M:610 D:2694 Moisture Requirement: -3.0% to +3.0%. Technician: C. R. Apex ❑did Ndid not monitor placement of fill. Gauge: Model No. Troxler 3430, Serial No. 30386 Test Results Test No. Test Depth (In. Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture NN Moisture Content Wet Density pcf. Dry Density (pcf.) Compaction N Comments 65 6 FSG 54 132 10 9.9 138.7 126.2 95.6 2A Location: D.8-15.7 66 1 6 FSG 54 132 10 10.3 1 139.3 126.3 95.7 2A Location: D.2-16 FSG-Finished subgrade Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested andlor observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL EI GEOTECHNICAL ID MATERIALS ID ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/13/2004 Report No.: 903-004-091 DIR Weather & Temperature: Clear & Personnel On -Site: HCBeck Equipment On -Site: Technician: C.M. Description of Progress: As requested by Lance with HCBeck, a visual inspection was performed on the structural steel of the Mezzanine level. The results of the inspection may be found in report No. 9137.4. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, [N Apex geoscience inc. www. apexgeo. corn 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL O MATERIALS I] ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/11/2004 Report No.: 903-004-090 DIR Weather & Temperature: Rain & Personnel On -Site: HCBeck Equipment On -Site: Technician: C. R. Description of Progress: As requested a representative was scheduled to perform desity testing in the above referenced project. While in route to the jobsite Apex was informed the work was cancelled due to inclemental weather. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, [E Apex geoscience inc. www. apexgeo. cons 4230 Bluebonnet Drive, Stafford, TX 77477 Phorre: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL El MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Attention: Ms. Meredith Tinney 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/10/2004 Weather & Temperature: Clear & Personnel On -Site: HCBeck Equipment On -Site: Technician: C.M. Project: Cinemark Movies 16 Expansion City: College Station, TX Report No.: 903-004-089 DIR Description of Progress: As requested by Lance with HCBeck, a visual inspection was performed on the structural steel of the roof deck from column lines 13.7 to 16 and H.2 to K.7. The results of the inspection may be found in report No. 9130.4. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, E]Apexgeoscience inc. www. apexgeo. cons 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 Apex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS E l ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/4/2004 Report No.: 903-004-084 DIR Weather & Temperature: Clear & Personnel On -Site: HCBeck Equipment On -Site: Technician: C.M. Description of Progress: As requested by Lance with HCBeck, a visual inspection was performed on the structural steel of Auditoriums 17 and 18. The results of the inspection may be found in report No. 3067.4. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, E]Apexgeoscience inc. www. apexgeo. cont 4230 Bluebonnet Drive, Stafford, TX 77477 Phone. (281) 277-6774 Fax: (281) 491-7244 Sus�ri Stanley -Hollywood Theater 1401 Earl Rudder M Page 1 From: To: Date: Subject Jerry Duffey Gina Carrillo; Lance Simms; Mandi Alford; Susan Stanley 6/28/2004 8:16:26 AM Hollywood Theater 1401 Earl Rudder Passed alarm test, fire final, will mark the Fire Lane at the back of the Building when weather permits. The Fire Dept Connection is on the old side with fire lane already there so no problem. CC: Eric Hurt; Steve Smith s Apex geoscience inc. 2120 Brandon Drive Tyler, Texas 75703-9315 Phone: 90j-581-8080 /Fax: 903-581-8081 Mr. Lance Simms, CBO City of College Station, Development Services 1101 Texas Avenue College Station, TX, 77842 J t ' EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/28/2004 Report No.: 903-004-101 DIR Weather & Temperature: Clear & 88 Personnel On -Site: HCBeck Equipment On -Site: Concrete placement equipment Technician: C. R. Description of Progress: As requested by Lance with HCBeck a representative of Apex Geoscience Inc arrived at the above referenced project to inspect the palcement of concrete. The concrete placed on the North end of the new parking lot was inspected and tested, the results of which may be found in Apex's report No. 903-004-101C. A map is included to indicate the location of where the concrete was placed. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, Slate or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www. apexgeo. corn 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 271'-6774 Fax: (281) 491-7244 rl-\lApex geoscience inc. ENVIRONMENTAL ID GEOTECHNICAL El MATERIALS a ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/28/2004 Report No.: 903-004-101 C REVISED 1 Project Data Specifications Placement Strength (psi): 3500 Weather: Clear Slump (in.): 2-4 Supplier: Transit Mix Air Content (%): 4-6 Mix I.D. #: 100351BM Concrete Temp (F°): N/P = Not Provided Field Data Lab No. 439 Ticket No.: 6466480 Air Content (%): 3.9 Slump (in.): 4.50 Air Temp (F°): 88 Concrete Temp (F°): 84 Time Sampled: 10:05 Time Batched: 09:15 On Site Water: 10 gallons added Yardage (c.y.): 10 Cast By: C. Reno Location/Remarks: See the attached map for the location of the concrete test. Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 439 A 6-4 7 6.00 135990 28.27 4810 439 B 6-25 28 0.00 0 0.00 0 439 C 6-25 28 0.00 0 0.00 0 439 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, El Apex geoscience inc. www. apexgeo. con: 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Far: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL [E GEOTECHNICAL O MATERIALS El ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/25/2004 Report No.: 903-004-099 C REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°) Time Batched: Yardage (c.y.): Location/Remarks: Project Data Specifications Placement 3500 Weather: Clear 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351 BM N/P = Not Provided Field Data Lab No. 434 173234 Air Content (%): 4.50 Air Temp (F°): 100 91 Time Sampled: 14:10 13:00 On Site Water: 10 gallons added 10 Cast By: C. Reno Pier No. 2. refer to the attached map for the location of test. Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 434 A 6-1 7 6.00 109870 28.27 3890 434 B 6-22 28 0.00 0 0.00 0 434 C 6-22 28 0.00 0 0.00 0 434 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 0 Apex geoscience inc. www. apexgeo. cont 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL IN GEOTECHNICAL IE MATERIALS O ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/24/2004 Report No.: 903-004-098 C REVISED 1 Project Data Specifications Placement Strength (psi): 3500 Weather: Clear Slump (in.): 2-4 Supplier: Transit Mix Air Content (%): 4-6 Mix I.D. #: 100351 BM Concrete Temp (F°): N/P = Not Provided Field Data Lab No. 433 Ticket No.: 173159 Air Content (%): 4.5 Slump (in.): 4.50 Air Temp (F°): 95 Concrete Temp (F°): 88 Time Sampled: 13:00 Time Batched: 12:09 On Site Water: 5 gallons added Yardage (c.y.): 10 Cast By: C. Reno Location/Remarks: See the attached map for the location of the test Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 433 A 5-31 7 6.00 111430 28.27 3940 433 B 6-21 28 0.00 0 0.00 0 433 C 6-21 28 0.00 0 0.00 0 433 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, E Apex geoscience inc. www. apexgeo. cont 4230Bluebonnet Dnce, Srafforrl, TX 774i7 Phase: (281) 277-6774 Fax: (281) 491-7244 rq EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Date: 5/22/2004 Report No.: 903-004-097 DIR Weather & Temperature: Overcast & 84 Personnel On -Site: HCBeck Equipment On -Site: Concrete placement equipment Technician: C. R. Description of Progress: As requested by Lance with HCBeck a representative of Apex Geoscience Inc arrived at the above referenced project to inspect the placement of concrete. Apex inspected the concrete placed at the South entrance of the new parking lot and parking spaces on the east side. The results of the concrete testing may be found in Apex's report No. 903-004-097C. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, Slate or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 4230 Bluebonnet Drive, Stafford, TV 71477 Phone: (281) 277-6774 El Apex geoscience inc. ww.apexgeo.com Far: (28I) 491-7244 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL El MATERIALS El ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/22/2004 Report No.: 903-004-097 C REVISED 1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°) Time Batched: Yardage (c.y.): Location/Remarks: Project Data Specifications Placement 3500 Weather: Overcast 2-4 Supplier: Transit Mix 4-6 Mix I.D. #: 100351 BM N/P = Not Provided Field Data Lab No. 411 6466170 Air Content (%): 4.7 4.50 Air Temp (F°): 84 89 Time Sampled: 09:30 08:59 On Site Water: 5 gallons added 10 Cast By: C. Reno South entrance of the new parking lot see map for location of test. Compression Test Results Lab No. Cylinder No. Date Tested Age (Days) Diam (in) Max. Load (lbs) Cross Section (in) Strength ❑ Test results meet specifications. ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. El Cylinders made by others. 411 A 5-29 7 6.00 119640 28.27 4230 411 B 6-19 28 0.00 0 0.00 0 411 C 6-19 28 0.00 0 0.00 O 411 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: (281) 277-6774 0 Apex geoscience inc. www.qpexgeo.com Fax: (281) 491-7244 EApex geoscience inc. ENVIRONMENTAL I] GEOTECHNICAL El MATERIALS I] ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 5/6/2004 Report No.: 903-004-086 C REVISED 1 Project Data Specifications Placement Strength (psi): 3500 Weather: Clear Slump (in.): 2-4 Supplier: Transit Air Content (%): 4-6 Mix I.D. #: 100351 BM Concrete Temp (F°): N/P = Not Provided Field Data Lab No. 397 Ticket No.: 172404 Air Content (%): 4.3 Slump (in.): 4.50 Air Temp (F°): 86 Concrete Temp (F°): 82 Time Sampled: 11:25 Time Batched: 10:15 On Site Water: 10 gal. Yardage (c.y.): 10 of 10 Cast By: Craig Reno Location/Remarks: D.9-16.5 to D.9-15.3 to H.2-15.3 to H.2-16.5 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 397 1A 05/13 7 6.00 102770 28.27 3640 397 1 B 06/03 28 6.00 146730 28.27 5190 Cylinders made by others. 397 1 C 06/03 28 6.00 139520 28.27 4940 397 1 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApexgeoscience inc. www. apexgeo. con: 4230 Bluebonnet Drive, Stafford, T.1 77477 Phone: (281) 277-6774 Fax: (281) 491-7,244 E]Apex geoscience inc. ENVIRONMENTAL ID GEOTECHNICAL O MATERIALS El ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201-8006 Cast Date: 4/23/2004 Report No.: 903-004-079 C REVISED 2 Project Data Specifications Placement Strength (psi): 3500 Cad 28 days Weather: Clear Slump (in.): 5-7' Supplier: Transit Mix Air Content (%): 4-6 Mix I.D. #: 100404 Concrete Temp (F°): 95 max N/P = Not Provided Field Data Lab No. 370 Ticket No.: 171928 Air Content (%): 5.1 Slump (in.): 5.50 Air Temp (F°): 83 Concrete Temp (F'): 85 Time Sampled: 14:30 Time Batched: 14:00 On Site Water: 5 gallons added Yardage (c.y.): 10 Cast By: Craig Reno Location/Remarks: H.4-15.0 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ® Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 370 A 04/30 7 6.00 113500 28.27 4010 370 B 05/21 28 6.00 134970 28.27 4770 ❑ Cylinders made by others. 370 C 05/21 28 6.00 131050 28.27 4640 370 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, EApex geoscience inc. www.qpe.v,-eo.com 4230 Bluebonlief Drive, Stafford, TX 77477 Phone: (281) 377-6774 Fax: (381) 491-7334 1/29/04 AP O1/29/2004 01:59 PM MALFORD B125 08 1/29/04 OC BLDG, FINAL TIME: 17:00 1/29/04 CA O1/29/2004 10:07 AM GCARRILLO PIER INSPECTIONS, SEE LANCE BEFORE YOU GO OUT. B115 09 5/12/04 OC BLDG, FRAMING TIME: 17:00 5/12/04 AP 05/12/2004 10:58 AM SSTANLEY restaurant area B115 10 6/08/04 DS BLDG, FRAMING TIME: 17:00 6/08/04 AP 06/08/2004 10:10 AM SSTANLEY auditorium in the back new B125 09 6/25/ 4 BI BLDG, FINAL TIME: 17:00 / 06/25/2004 10:09 AM MALFORD F -------------------------------------- COMMENTS AND NOTES-------------------------------------- PREPARED 6/25/04, 12:09:22 INSPECTION TICKET PAGE 1 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 6/25/04 ------------------------------------------------------------------------------------------------ ADDRESS . : 1401 EARL RUDDER FWY S SUBDIV: GATEWAY PARK TENANT, NBR: RETROFIT THEATRE CONTRACTOR H C BECK PHONE (214) 303-6200 OWNER CINEMA PROPERTIES INC PHONE PARCEL 289000-0001-0010 APPL NUMBER: 03-00002033 COMMERCIAL, REMODEL/RENOVATION ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 02 8/18/03 OC BLDG, FOUNDATION -SLAB TIME: 17:00 8/19/03 AP 08/18/2003 04:53 PM MALFORD REBARB AUDITORIUM 1 B100 01 8/18/03 BI BLDG, FOUNDATION -SLAB TIME: 17:00 8/18/03 CA 08/15/2003 02:08 PM MALFORD rebar inspection B100 03 8/21/03 OC BLDG, FOUNDATION -SLAB TIME: 17:00 8/21/03 AP 08/20/2003 01:10 PM SSTANLEY auditorium #2 B115 01 8/21/03 OC BLDG, FRAMING TIME: 17:00 8/21/03 AP 08/20/2003 01:10 PM SSTANLEY auditorium #2 B100 04 8/22/03 OC BLDG, FOUNDATION -SLAB TIME: 17:00 8/22/03 AP 08/21/2003 04:22 PM SSTANLEY AUDITORIUM #3 B100 05 8/25/03 OC BLDG, FOUNDATION -SLAB TIME: 17:00 8/26/03 AP auditorium #4 B100 06 8/2G/03 OC BLDG, FOUNDATION -SLAB TIME: 17:00 8/27/03 AP 08/26/2003 08:02 AM SSTANLEY AUDITORIUM 1 SEATING FOOTINGS B115 02 8/29/03 OC BLDG, FRAMING TIME: 17:00 8/29/03 AP 08/28/2003 03:34 PM SSTANLEY B100 07 9/12/03 OC BLDG, FOUNDATION -SLAB TIME: 17:00 9/12/03 AP 09/12/2003 09:21 AM SSTANLEY auditorium 5 & 6 B115 03 9/17/03 OC BLDG, FRAMING TIME: 17:00 9/17/03 AP 09/17/2003 08:40 AM GCARRILLO #5 & #6 B125 01 9/18/03 OC BLDG, FINAL TIME: 17:00 9/18/03 AP 09/17/2003 02:59 PM MRODGERS auditoriums 1-4 09/18/2003 11:53 AM MALFORD auditoriums 1-4 B100 08 9/22/03 OC BLDG, FOUNDATION -SLAB TIME: 17:00 ' T T !PREPARED 12/11/03, 7:37:21 INSPECTION TICKET PAGE ! 5 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 12/11/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1401 EARL RUDDER FWY S SUBDIV: GATEWAY PARK TENANT, NBR: RETROFIT THEATRE CONTRACTOR H C BECK PHONE (214) 303-6200 OWNER CINEMA PROPERTIES INC PHONE PARCEL 289000-0001-0010 APPL NUMBER: 03-00002033 COMMERCIAL, REMODEL/RENOVATION ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10/20/03 AP 10/20/2003 08:44 AM SSTANLEY Framing auditorium 10 & 11 B 10 10/22/03 OC BLDG, FOUNDATION -SLAB TIME: 17:00 10/22/03 AP 10/21/2003 03:42 PM SSTANLEY rebar on slab, theater 9 &12 B115 06 10/27/03 OC BLDG, FRAMING TIME: 17:00 10/28/03 AP 10/27/2003 11:44 AM MALFORD auditoriums 9 & 12 B100 11 11/07/03 OC BLDG, FOUNDATION -SLAB TIME: 17:00 11/07/03 AP 11/06/2003 03:36 PM SSTANLEY auditorium 13 B125 04 11/07/03 OC BLDG, FINAL TIME: 17:00 11/07/03 AP auditorium 10 & 11 B125 05 11/12/03 OC BLDG, FINAL TIME: 17:00 11/13/03 AP 11/12/2003 12:17 PM GCARRILLO aud. 9 &12 B115 07 11/14/03 OC BLDG, FRAMING TIME: 17:00 11/17/03 AP 11/14/2003 09:27 AM MALFORD for aud. 13 and 14 aud. 13 & 14 r5115 08 11/24/03 OC BLDG, FRAMING TIME: 17:00 11/25/03 AP 11/24/2003 08:13 AM SSTANLEY unit 15 & 16 B125 06 12/11/03 BI BLDG, FINAL TIME: 17:00 /a 03 I4P Or- 12 ] 0J_2003 02 :29 PM GCARRILLO Vaud. 13, 14, 15 , ------------------------------- COMMENTS AND NOTES ----- ------------------------ +.A - - �E�6-ieE'yvC�` . • �i�1'�i,CA�y �',e%n �r'�'�C G�/fl �!c �r/�r �s �. ._..__�.�. �. �T �r/,ert� _,9,✓a_ ��s� �vo�TO•C/�in _ � �iTs . i/0�. � ��+sr -- - Mole p % r Ell 84\ ------------- -------------- w 62.6LINE B 259.46 263- \260.2 --_� ---ss- ----- 259.80 J- - - - - - 4"jY I 259.36 26 26 0 259.34 N % \\ dbl.50 -1 % -,-- \ 2 260.55 r1b 2 (J) (j) - ;pi !` k'n zl� 7 zG r. 0 2 .00 qi 26 Rc MT6.69 1V A 0 . 26 25&TG 26( V 4 0 f v 259.99 L 4 - /o w 8- I_rl .1 2- ---------- -- 260-13 y, --------- am# ij i,GE�N�ER N"61ST.PRqpk;-I��k AL NOTES -EXIST. 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B. 2004 8:43AM BETCO 512 912 9724 No.5772 P. 3 oot 31 0z 10:234 Janet Lsnah 830 6Q9-5178 p-1 Tubular VSAe W Wood ltidnrtr-W'Fark Dire i Weldon Spring, MO 63304 For net Lyueb:.'Y M: (830) '609,#77. 0 *AX.- (830) 609-5178 For Mode Offlee: .1KL.- (636).9M -.9W, � .)FAX: (636) 926.9955 �vAViw'w v$A' E-Mall: A netI.%-UChATVkW*rUS&com'� )p�ttp:!/www.YabalorUSA.co►:a F RANSMISSION: 1 PAGE DATE: acto r 31, 2002 TO: Roy thals FROM Una vial: SUBJECT; 9"•wi' c x 14ga metal planks Several things cou.14 &feet the strength of the metal boards during utanufacturej the.tyge cs cleats used, the quality of the welds,.the' amount of, heat used:for welding and the welding rod material. The ratings for the�9 inch plank material 'before welding are shown on this' chart Io All Val es include a 4:1 safety rating. 3 and less. 272 600 4 213 520 6 105 388 f 7 g 93 284 9 69 250 10 58 233 F r---Jan. 8. 2004- 8:42AM BETCO 512 912 9724. IMprCa. $C"_F0LD 1617 MV $ME7 '0. Box 9;0@ HOUSTON, TX 77002 HOUSTON. TX 77249-SSW TEu (713) 869--3481 1-800-647-5722 FAX: (713) a%-0541 UNIFORM LOAD No.5772 F• aa„'" imF,------� UMA00m, Tx. S-rmwD FRAME LOAD CHART j SM AN OW10. Tx. co+wus csIM. rz. t^ WCNID PICCARDO FT. Wo"N. Tx aao®n BILL Sr IEU 86AV1AOriT, >X Ma Rcvow clue: RAR NMI Tx. FR-1 � p � 5/03 SIAN DARD FRAME OA _2EeRT LEG Lw LEG UJAD 1 '1. CONTACT SE1•CO ENGINEERING DEPARTMENT. '�• CONTACT BETCO ENGINEERING DEPARTMENT FOR ANY J08S WHERE SHORING 'IS REQUIIREO.. 1q E.1 �Jan: 8. 2004 8:42AM!,-11,BETCO 512 912 9724 No•5772 P. 1 ,��, J�rKMu. NewerSwAgt ' 138".rburrr4 IsRuro„S1+c•r BUILD;R9•ECUIPMENT AND TOOL COMPANY, INC. � •miY: W1co0icnNotd.eem www,$CWIojd.COM DENNIS JONES tutu R.p.�t�nttliw BUS: M-912.1 40 MOBILE; �t2.7t6 WATTS! app.6104r77 FAX: 61 t-02-OM 2007A RUTLAND DAivt AUSTIN, TX 717613 womaTC0 s A -FOLDS RAW 'rliBE CLAbf�, SHORIQd G, es R] S cF1'trrFs; Ate- "ACR FORICUnS do EUCTION42RVICES TOTAL PA(As IN iNC3,CEfVER ATTENTION L1.ytG. COMPANY FAX NUMBER 7 9- PHONE ER FROM ' ,. s FAX NWBER. (512)1912.M4 OmcE: 012) 912-9740 OZ Gov ' WATTS (80Q)619�7ry PAGER Y tvlOBU MX SHT 0 PAINTER A DECORATOR SCAFFOLDING.. Safe, lightweight, economical scaffolding for residential and commercial applications ROLLING TOWER�BASE PDRTB67 #1809 - 1 SIDE GUARD RAIL PANEL PDSGRP7 O #1837 1 7'TOEBOARD PDTBS7 O O#1827 8 1 4' FRAME 5' FRAME 6' FRAME PD1 PD5 PD6 #1801 #1805 #1806 LADDERS` PDL4 #1814 LADDER EXTENSION POST PDL5 #1815 PDLEP PDL6 #1816 O 1812 AME 6' FRAME LADDER RUNG EXTENSION PD1ER PD6ER LRE #1802 #1807 #1562 G 1 DDER LEG BRACE e PDLLB O 1 } y #1811 A� CROSS BRACE 7' ALUMINUM B74 - #1174 SCAFFOLD BOARD OR 7TUF OOA B73 - #1173 #2707 4 FRAME RIVIT PIN GUARDRAIL P ST FRP 0 PDGRP #1214 • �. .... > tEm GUARD RAIL GATE FRAME GUARD RAIL FRAME LEVELING JACK W/BASE 5" CASTER LT. DUTY PDGPE PDGRF PDLJB PDC5R #1819 #1818 © #1821 #1855 BASE ACCESSORIES CONSTRUCTION SCAFFH�D Leveling Jacks Solid Screw Use to level scaffolds on uneven surfaces and to adjust elevation. WARNING: Do not use these jacks with heavy-duty shoring. Description Part No. Cat. No. Wt/lbs Leveling Jack w/socket LJ18 # 1317 14.50 Leveling Jack w/base plate LJFP18 # 5520 13.00 Id a Description Part No. Cat. No. Wt/lbs Base Plate (fixed) B1 # 1301 3.00 Swivel (max. angle 160) B2 # 1302 3.25 Curved (fits 1" - 1.69" tube) B3 # 1303 2.50 Curved, Long Flange (use with putlogs) B4 # 1304 5.25 Steel Toeboards Enclosed platform to help prevent falling tools. Wood - available in 1" x 6" Other sizes available on request. Description Part No. Cat. No. Wt/lbs 2' - 0" TBS2 # 2302 4.5 30" TBS30 # 2330 5.3 3' - 0" TBS3 # 2336 6.3 42" TBS42 # 2342 7.1 4' - 0" TBS4 # 2314 8.0 5' - 0" TBS5 # 2305 10.0 6' - 0" TBS6 # 2372 12.5 7' - 0" TBS7 # 2307 14.0 '7' - 0" TBS7S # 2312 • 14.2 8' - 0" TBS8 # 2318 16.0 10' - 0" TBS10 # 2310 20.0 '10' - 0" TBS10S # 2311 20.2 ' For use w/guard rail gate panel Outriggers Use with screw jacks or casters to widen the base of freestanding scaffolding or rolling towers. Description Part No. Cat. No. Wt/Ibs Outrigger Unit , (4 required per tower) oU # 1232 20 #1317 Leveling Jack (socket base) # 5520 M� Leveling Jack (with base plate) Base Plates ' Used to provide solid footing for scaffold. hen necessary, suitable pads should be used to distribute he load. #1301 �,• B 1 Base Plate (fixed) # 1303 63 Curved Base Plate Casters 12" Caste 0 # 1302 B2 o� Swivel Base Plate # 1304 B4 Curved Long Flange Plate Toeboard (Steel shown) Safe Load Capacity of 2100 lb. Description Part No. Cat. No. Wt/lbs 8" Rubber Wheel Caster w/Lock C8RB # 1608 13.75 12" Rubber Wheel Caster w/Lock C12RB # 1630 44 Other sizes available upon request 4 FRAMES CONSTRUCTION SCAFFOLD Utility Frames Provide a work/material platform at convenient intervals. 4. # 1026 U6FQL Utility Narrow Gauge Utility Narrow Guage Frame Utility Narrow Guage Frame with base Description Part No. Cat. No. Wt/lbs Stud Cntr Utility Frame with quick -locks T H x 5' W U3FQL # 1023 27 2' 4' H x 5' W U4FQL # 1024 34 3' 5' H x 5' W U5FQL # 1025 37 4' 6' 4" H x 5' W U6FQL # 1026 43 4' Other sizes available upon request. # 1024 # 1023 U4FQL U3FQL Description Part No. Cat. No. Wt/lbs Frame with 2' Stud Center, 3' H x 2' W NF3 # 1063 16 Frame with 3' Stud Center, 4' H x 2' W NF4 # 1064 21 Frame with 4' Stud Center, 5' H x 2' W NF5 # 1065 25 Frame with 4' Stud ` Center, 6'4" H x 2' W NF6 # 1066 33 Frame with 2' Stud Center, 37' H x 4' W NF37B '# 1061 31 Other sizes available upon request. Expandable Frames Please note that the part number for this item represents two halves. Description Part No. Cat. No. Wt/lbs Expandable Frame 3' high' 2' Stud Center (less coupler) EF3 # 1013 18 4' high, 3' Stud Center (less coupler) EF4 # 1014 36.5 5' high, 4' Stud Center (less coupler) EF5 # 1015 31 6'4" high, 4' Stud Center (less coupler) EF6 # 1016 34 Coupler To complete assembly of expandable frames. Each frame requires two couplers. Description Part No. Cat. No. Wt/lbs Expandable Frame Coupler. Expands Frame 27to T wide EFC23 # 1222 3.25 Expands Frame T to 4' wide EFC34 # 1223 6.00 Expands Frame 4' to 5' wide I EFC45 I # 1224 1 9.00 Expands Frame 5' to 6',wide I EFC56 I # 1225 1 12.50 Expandable Frame Coupler 2 GUARD' RAIL SYSTEMS Always provide"a safe; protectdd scaffold platform. SGL denotes Spring Lock. Description Part No. Cat. No. Wt/lbs Guard Rail " A Frame End w/SGL 5'W GRF-SGL 1570 36.00 Guard Rail Gate Panel End w/SGL 5'W' GRGPE-SGL 1572 '40.00 Guard Rail Line Post -Male GRP-SGL 1580 8.50 Guard Rail Corner Post -Male GRPC-SGL 1500 8.70 Guard Rail Line P6sf1.69 Male, GRP 169 1582 13.26 BGuard,Rail Corner Y Post'1.69 Male GRPC 169 1583 13.50 Guard Rail Line - Post"1.69 Female GRPF 169 1501 12.20 Guard Rail Corner - Post`1.69 Female GRPCF.169 1502 12.50 End Guard Rail Panel For 5' Wide Thru Frame EG9P5 1515 5.86 End Guard Rail Panel CFor 42' Wide Thru Frame EGRP42 1511 5.32 End Guard Rail Panel For 3' Wide Thru Frame EGRP3 1509 5.21 Side Guard Rail Panel, For Thru Frame, 7' CB SGRP_7 1513 7.00 Side Guard Rail Panel D For Thru Frame, 10' CB SGRP10 1508 18.00 Side Bracket Guard Rail Panel for SB 20 SBGRP 1514 8.00 C # L1515 EGRP End Guard Rail Panel (use with Thru frames only) # 1513 SGRP Side Guard Rail Panel (use with Thru frames only) CONSTR A # 1570 GRF-SGL Guard Rail Frame End (no gate) Guard Rail Gate Panel End (use gate on right or left side) I B #1582 GRP-SGL Guard Rail Pt st w/SGL # 1514 SBGRP # 1539 GRBP Side Bracket • Guard Rail Panel Guard Rail Board Pocket (for SB20) # 3224 Side x Side Clamp Guard Rail Additional guard rail lengths available on request. Guard Rail LD_, #1583 f" . GRPC-SGL / Guard Rail Pos Corner w/SG J 1 ' # 1504 GRC Gyard Rail Clamp # 1535 GRPP Guard Rail Post Pocket Description Part No. Cat. No. Wt/lbs Guard Rail 2' GR2 # 1522 1.50 Guard Rail 3' GR3 # 1523 2.00 Guard Rail 4' GR4 # 1524 2.75 Guard Rail 5' GR5 # 1525 4.00 Guard Rail 6' GR6 # 7050 4.60 Guard Rail 7' GR7 # 1527 5.25 Guard Rail 8' GR8 # 1528 8.75 Guard Rail 10' GR10 # 1530 11.00 Guard Rail 30" GR30 # 1529 1.80 5 1 CI.A ex r p ENVIRONMENTAL geoscience inc. I] GEOTECHNICAL O MATERIALS 03 - Z033 1E ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Attention: Ms. Meredith Tinney 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 2/20/2004 Weather & Temperature: Clear & 65 Personnel On -Site: HCBeck Project: Cinemark Movies 16 Expansion City: College Station, TX Report No.: 903-004-051 DIR Equipment On -Site: Drill Rig, Concrete placement and Earthworking Equipment Technician: B. M. Description of Progress: As requested a representative of Apex Geoscience inc arrived at the above referenced project to inspect the drilling of piers and to test the placement of fill material. Apex's representative inspected the drilled pier, inspected the reinforcing steel, and tested the concrete placed in the pier. For the results of the pier inspection please refer to Apex's report No. 903-004-051 DPI. The results of the concrete inspection may be found on Apex's report No. 903-004-051 C. Apex tested the fill material placed in the parking area East of the Theater building. The moisture of the material exceeded the project requirements. The material will be dried, recompacted and retested on a later date. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex s client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, EApex geoscience ina www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: incomplete Fax: incomplete EAp ex ENVIRONMENTAL geoscience inc. O GEOTECHNICAL E MATERIALS 0 ENGINEERING AND TESTING SERVICES REPORT OF DRILLED PIER INSPECTION Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 2/20/2004 Report No.: 903-004-051 DPI REMARKS: Monitored drilling of 1 ® underreamed ORE] straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 0.00 inches on pier No. C.9-15.3. Concrete was a 3000 mix, delivered by Transit Mix. TECHNICIAN: B. M. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft.)" Base Of Shaft Clean? Rebar Size (In.) Steel Properly Placed? Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. C.9-15.31 30 31 72 74 12 Yes #6 #3 Yes Yes " From Finish Floor or From Existing Floor Surface. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Ape)es client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, ElApexgeoscience ine- www.apcxgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone. incomplete Fax. incomplete EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Cast Date: 2/28/2004 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 4000 3-5" Report No.: 903-004-053 C1 Project Data Placement Weather: Overcast Supplier: Transit Mix Mix I.D. #: 100405 N/P = Not Provided Field Data Lab No. 284 6463000 Air Content (%): 2.25 5.00 Air Temp (F°): 53 61 Time Sampled: 10:15 09:34 On Site Water: 0 10 Cast By: Steve Mendes Structural beams from H.2-14.5 to H.2-15.3 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 284 A 3-6 7 6.00 139210 28.27 4920 284 B 3-27 28 0.00 0 0.00 0 El Cylinders made by others. 284 C 3-27 28 0.00 0 0.00 0 284 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, Z1 Apex geoscience inc. www.ape-xgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: incomplete Fax: incomplete EApex geoscience inc. ENVIRONMENTAL 0 GEOTECHNICAL El MATERIALS ZI ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 2/28/2004 Report No.: 903-004-053 DIR Weather & Temperature: Overcast 8r 52 Personnel On -Site: HCBeck Equipment On -Site: Concrete placement equipment Technician: S.M. Description of Progress: As requested a representative of Apex Geoscience Inc arrived at the above referenced project to inspect the placement of concrete for the structural beams. Apex's representative inspected the concrete and the reinforcing steel for the Structural beams from Column Lines H.2-14.5 to H.2-15.3 to C.9-15.2 to C.9-15.6. The reinforcing steel for the beams was inpected, the results of which may be found in Apex's report No. 903-004-053RS. For the results of the concrete inspection please refer to Apex's report No. 903-004-053C1. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the speck items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex s client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience ina www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: incomplete Fax: incomplete Mar 08 04 01:27p Rpex Geoscience Inc. 2814917244 p.15 C]A p►ex geoscien ce inc. ENVIRONMENTAL © GE07'ECHNICAI. © MATf..RIAI,S © ENfiINI:f:RIN(% ANt1 T/:S'iING Sf Rv/Crt S REPORT OF REINFORCING STEEL INSPECTION TEiSTED VOR: HCBcck Construction PROJECT: Cincmark Movics 16 Expansion 3310 Town Center Street 1401 Erin Rueter Hwy Sherman, TX 75091 College Station. TX DATE: 2=12004 OUR REPORT NO.: 903-004-053 RS INITIAL INFORMATION FORMS INSPECTION Weather. Overcast Form Temp: NOT INSP ECTFD Clean: Yes or No Wet or Oiley Wet or Oiley Temperature (" F) 52 Tighe Yes or No Other: REINFORCING STEEL INSPECTION LOCATION OF INSPECTION Plans Used: Contract Drawings Footing / Wall / Slab / Qflier,5truetural Beams Location: New Theater Addition From " Drawing No.: S3.02 Level: Rebar Size: As per approved drawings Yes Loose Soil Removed: N/A Water Pumped Out: N/A Spacing Within Tolerance: Yes Rebar Supported: Yes Cold Joints@: No Supporting System (Specify): Chairs Dowels Placed: N/A COMMENTS Straight: Yen Clean: Yes *Column Lines H.2-14.5 to 14.2-15.3 to Tied: Yes C.9-15.2 to C.9-15.6 Clearance As Specified: Yes Rcbar Displaced During Placement: No NOTE: If ou answered no above, list non-com lianccs hclow. Non -Compliance Who Advised How Corrected Technician: Steve Mendes Respectfully Submitted, Apex Geoselence Inc. Michael J. Whitecotton, E.I.T. Department Manager EApex geoscience inc. ENVIRONMENTAL I] GEOTECHNICAL I] MATERIALS O ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Cast Date: 3/4/2004 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°) Time Batched: Yardage (c.y.): Location/Remarks: Specifications 3000 5-7" Report No.: 903-004-054 C1 Project Data Placement Weather: Overcast Supplier: Transit Mix Mix I.D. #: 301 N/P = Not Provided Field Data Lab No. 291 169852 Air Content (%): 0 5.00 Air Temp (F'): 69 72 Time Sampled: 10:15 09:38 On Site Water: 0 10 Cast By: Brian Moore Piers K.7-14.4 and K.7-14.8 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. 291 A 3-11 7 6.00 113450 28.27 4010 291 B 4-1 28 0.00 0 0.00 0 ❑Cylinders made by others. 291 C 4-1 28 0.00 0 0.00 0 291 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apexs client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www.apax,-eo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone. incomplete Fax. incomplete ElApex geoscience inc. ENVIRONMENTAL [E GEOTECHNICAL I E MATERIALS El ENGINEERING AND TESTING SERVICES REPORT OF DRILLED PIER INSPECTION Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 3/4/2004 Report No.: 903-004-054 DPI REMARKS: Monitored drilling of 1 EN underreamed OR ❑ straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 5.00 inches on pier No. K.7-14.4. Concrete was a 3000 mix, delivered by Transit Mix. TECHNICIAN: B. M. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (in.) Depth Of Shaft (Ft.)- Base Of Shaft Clean? Rebar Size (In.) Steel Properly Placed? Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. K.7-14.4 24 24 60 62 10.1" Yes #6 #3 Yes Yes K.7-14.8 30 31 72 74 10, Yes #6 #3 Yes Yes J.4-14.4 24 24 48 48 10'2" Yes #6 #3 Yes Yes J.4-14.8 30 31 72 74 10,11, Yes #6 #3 Yes Yes J.4-15.4 30 31 72 74 10'2" Yes #6 #3 Yes Yes F.7-15.4 18 18 36 36 10,11, Yes #6 #3 Yes Yes F.7-15.7 18 18 36 36 10, Yes #6 #3 Yes Yes F.7-16.4 18 18 36 36 10'2" Yes #6 #3 Yes Yes F.5-15.4 18 18 36 36 10, Yes #6 #3 Yes Yes F.5-15.6 18 18 36 36 10,11, Yes #6 #3 Yes Yes F.5-16.1 18 18 36 36 10'2" Yes #6 #3 Yes Yes D-15.9 30 31 72 74 10, Yes #6 #3 Yes Yes From Finish Floor or From Existing Floor Surface. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex7s client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: incomplete Fax. incomplete [EApex geoscience inc. ENVIRONMENTAL 1E GEOTECHNICAL E MATERIALS El ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: 'Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Cast Date: 3/5/2004 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F'): Ticket No.: Slump (in.): Concrete Temp (F'): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 4000 3-5" Report No.: 903-004-055 C1 Project Data Placement Weather: Clear Supplier: Transit Mix Mix I.D. #: 100405 N/P = Not Provided Field Data Lab No. 292 6463078 Air Content (%): 4.50 Air Temp (F°): 69 73 Time Sampled: 11:35 11:00 On Site Water: 0 10 Cast By: Brian Moore Structural Beams line 16 from J.1 to K. Column line J.1 from 16 to 17. Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ElTest results do not meet specifications. ® Cylinders picked up by Apex personnel. 292 A 3-12 7 6.00 104200 28.27 3690 292 B 4-2 28 0.00 0 0.00 0 Cylinders made by others. 292 C 4-2 28 0.00 0 0.00 0 292 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the spec items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apexs client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone. incomplete Fax incomplete EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL I] MATERMLS El ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Attention: Ms. Meredith Tinney 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 3/5/2004 Weather & Temperature: Clear & 69 Personnel On -Site: HCBeck Equipment On -Site: Concrete placement equipment Technician: B. M. Project: Cinemark Movies 16 Expansion City: College Station, TX Report No.: 903-004-055 DIR Description of Progress: As requested a representative of Apex Geoscience Inc. arrived at the above referenced project to inspect the placement of concrete. Apex's representative inspected the reinforcing steel for the structural beam Column Line JA from 15.5 to 16, Line 16 from J.1 to K, column line J.1 from 16 to 17, and line 17 from H.2 to J. The reinforcing steel was inspected for size and spacing, and was in general accordance with the project plans and specifications. Apex inspected and tested the concrete, the results of which may be found in Apex's report No. 903-004-055 C. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the spec items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apexs client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, [ElApew geoscience inc. www.apeWeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: incomplete Fax: incomplete ElApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL El MATERIALS 0 ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Cast Date: 3/8/2004 Report No.: 903-004-056 C1 Strength (psi): Slump (in.): Air Content (%): Concrete Temp (F°): Ticket No.: Slump (in.): Concrete Temp (F°): Time Batched: Yardage (c.y.): Location/Remarks: Specifications 3000 Project Data Placement Weather: Clear Supplier. Transit Mix Mix I.D. #: 100301 N/P = Not Provided Field Data Lab No. 322 6463148 Air Content (%): 5.00 Air Temp (F°): 79 Time Sampled: 11:15 On Site Water: 8 Cast By: Pier at J.1-15.5 72 11:50 0 Craig Reno Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ® Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 322 A 3-15 7 6.00 94270 28.27 3330 322 B 4-5 28 0.00 0 0.00 0 322 C 4-5 28 0.00 0 0.00 0 322 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the speck items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apexs client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www.apex,-eo.com 4230 Bluehonnet Drive, Stafford, TX 77477 Phone: incomplete Fax: incomplete EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS I E ENGINEERING AND TESTING SERVICES REPORT OF DRILLED PIER INSPECTION Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 3/8/2004 Report No.: 903-004-056 DPI REMARKS: Monitored drilling of 6 ® underreamed OR ❑ straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 5.00 inches on pier No. J.1-15.5. Concrete was a 3000 mix, delivered by Tansit Mix. TECHNICIAN: C. R. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft.)' Base Of Shaft Clean? Rebar Size (In.) Steel Properly Placed? Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. J.1-15.5 24 30 48 48 10,8" Yes #6 #3 Yes Yes J.1-15.3 24 30 48 48 10,91, Yes #6 #3 Yes Yes J.6-14.8 18 24 36 36 10'8" Yes #6 #3 Yes Yes J.6-14.6 18 24 36 36 11'2" Yes #6 #3 Yes Yes K.2-14.6 18 24 36 36 10,9" Yes #6 #3 Yes Yes K.2-14.8 18 24 36 36 12'10" Yes #6 #3 Yes Yes " From Finish Floor or From Existing Floor Surface. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. f www.apax,-eo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: incomplete Fax: incomplete ElApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL I] MATERIALS El ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Attention: Ms. Meredith Tinney 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 3/10/2004 Compaction Requirement: 95% of ASTM D698 Moisture Requirement: -1.0% to +3.0%. Apex O did ® did not monitor placement of fill. Project: Cinemark Movies 16 Expansion City: College Station, TX Report No.: 903-004-057 D Standard Count: M:651 D:2601 Technician: M. W. Gauge: Model No. Troxler 3430, Serial No. 34735 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf-) Optimum Moisture (%) Moisture Content (%) Wet Density (pcf•) Dry Density (pcf.) Compaction N Comments 30 12 -3'6" BSG 32 115 12 15.8 127.6 110.2 95.8 1A Location: 215' East, 62' South of the Northeast corner of the existing building. 31 1 12 1 -3' BSG 1 32 1 115 1 12 1 14.3 1 128.9 1 112.8 1 98.0 1A Location: 225' East, 90' South of the Northeast corner of the existing building. BG-Below Street Grade. Comments: 1. Fill Material A. Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex s client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, ElApex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone. incomplete Fax. incomplete EApex geoscience inc. ENVIRONMENTAL I] GEOTECHNICAL El MATERIALS O ENGINEERING AND TESTING SERVICES CONCRETE COMPRESSION TEST REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Cast Date: 3/11/2004 Report No.: 903-004-058 C1 Project Data Specifications Placement Strength (psi): 4000 Weather: Clear Slump (in.): 3-5" Supplier: Transit Mix Air Content (%): Mix I.D. #: 100405 Concrete Temp (F°): N/P = Not Provided Field Data Lab No. 326 Ticket No.: 646334 Air Content (%): Slump (in.): 4.50 Air Temp (F°): 76 Concrete Temp (F°): 77 Time Sampled: 15:10 Time Batched: 13:55 On Site Water: 20 gallons added Yardage (c.y.): 10 Cast By: Craig Reno Location/Remarks: Corner of wall at K.7-14.5 Compression Test Results Lab Cylinder Date Age Diam Max. Load Cross Strength ❑ Test results meet specifications. No. No. Tested (Days) (in) (lbs) Section (in) ❑ Test results do not meet specifications. ®Cylinders picked up by Apex personnel. ❑ Cylinders made by others. 326 A 3-18 7 6.00 120940 28.27 4280 326 B 4-8 28 0.00 0 0.00 0 326 C 4-8 28 0.00 0 0.00 0 326 D Hold 0.00 0 0.00 0 Comments: Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex`s client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc~ www.apax,-eo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: incomplete Fax: incomplete . E]Apex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL 1E MATERLILS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Attention: Ms. Meredith Tinney 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 3/11 /2004 Weather & Temperature: Clear & Personnel On -Site: HCBeck Equipment On -Site: Concrete placement equipment Technician: C. R. Project: Cinemark Movies 16 Expansion City: College Station, TX Report No.: 903-004-058 DIR Description of Progress: As requested a reresentative of Apex Geoscience inc arrived at the above referenced project to inspect the placement of concrete. The concrete was placed in a wall from K-16 to K.7-16 to K.7-14.5 to K.5-14.5 to K.5-13.7 and to J.3-13.7. The reinforcing steel was inspected for size and spacing and was in general accordance with the project plans and specifications. Apex's representative tested the concrete, the results of which may be found in Apex's report No. 903-004-058C. If you should requrie additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex s client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApexgeoscience ina www.ape-x,-eo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone. incomplete Fax: incomplete L7],-,,Apex geoscience inc. ENVIRONMENTAL E GEOTECHNICAL I E AMTERL4LS E ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 3 Date: 2/18/2004 Report No.: 903-004-049 D V �j Compaction Requirement: 95% of ASTM D698 Standard Count: M:683 D:2754 Moisture Requirement: -2.0% to +3.0%. Technician: B. M. Apex ❑did ®did not monitor placement of fill. Gauge: Model No. Troxler 3440, Serial No. 29935 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture N Moisture Content (%) Wet Density (Pcf•) Dry Density (pC0 Compaction N Comments 23 6 1 st Lift 32 115 12 13.2 124.6 110.1 95.7 1 A Location: Location #1, East parking area. 24 1 6 1 1 st Lift 1 32 1 115 1 12 12.4 1 123.4 109.8 95.5 1 A Location: Location #2, East parking area. 25 1 6 1 1 st Lift 1 32 1 115 12 12.6 1 123.8 110.0 95.6 1 A Location: Location #3, East parking area. 26 1 6 1 1 st Lift 1 24 1 102 21 22.4 1 125.6 102.6 100.6 1 A Location: Location #4, East Parking area. 27 1 6 1 1 st Lift 1 24 1 102 21 22.0 1 124.4 102.0 100.0 1 1 A Location: Location #5, East parking area. 28 1 6 1 1st Lift 1 24 1 102 21 21.2 124.1 102.4 100.4 1 1A Location: Location #6. East parking area. 29 1 6 1 1 st Lift 1 24 1 102 21 19.7 119.8 100.1 98.1 1 1 A Location: Location #7, East Parking area. All locations are indicated on the attached map. Comments: 1. Fill Material A Test Complies with Compaction Requirement. 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction. F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex s client. Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TV 77477 Phone: incomplete Fax: incomplete EApex geoscience inc. ENVIRONMENTAL 1E GEOTECHNICAL El MATERIALS IE ENGINEERING AND TESTING SERVICES REPORT OF DRILLED PIER INSPECTION Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 2/19/2004 Report No.: 903-004-050 DPI REMARKS: Monitored drilling of 1 ® underreamed OR ❑ straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 4.75 inches on pier No. H.2-14.8. Concrete was a 3000 mix, delivered by Transit Mix. TECHNICIAN: B. M. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft.)* Base Of Shaft Clean? Rebar Size (In.) Steel Properly Placed? Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. H.2-14.8 24 24.5 60 61 11.0 Yes #6 #3 Yes Yes * From Finish Floor or From Existing Floor Surface. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the speck items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Ape) s client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: incomplete DApex geoscience inc. r www.apexgeo.com Fax: incomplete ElApe x- geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS 1E ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Attention: Ms. Meredith Tinney City: 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 2/23/2004 Report No.: Weather & Temperature: Partly Cloudy & Personnel On -Site: HCBeck Equipment On -Site: Technician B. M. Cinemark Movies 16 Expansion College Station, TX 903-004-052 DIR Description of Progress: As requested a representative of Apex geoscience inc arrived at the above referenced project to inspect the reinforcing steel placed in the structural beams. Apex's representative inspected the reinforcing steel of the structural beams from column lines H.2-14.9 to H.2-15.2. The reinforcing steel was not complete at this time. The areas incomplete were pointed out to the contractor for correction. The reinspection of the reinforcing steel will be scheduled for a later date. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Ape)es client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience ina www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone. incomplete Fax. incomplete 'f - ^❑ Apex geoscience inc. - 2120 Brandon Drive Tyler, Texas 75703-9315 Phone: 903-581-8080 /Fax: 903-581-8081 Mr. Lance Simms, CBO City of College Station, Development Services 1101 Texas Avenue College Station, TX, 77842 1 EApex geoscience inc. ENVIRONMENTAL 0 GEOTECHNICAL I E MATERIALS 1E ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 1/6/2004 Report No.: 903-004-041 DIR Weather & Temperature: Partly Cloudy & Personnel On -Site: HCBeck Equipment On -Site: Technician: B. M. Description of Progress: As requested a representative of Apex geoscience inc arrived at the above referenced projec to pick up samples of onsite and offsite materials. One sample of onsite gray clay and one sample of offsite reddish brown clayey sand were picked up and delivered to Apex's laboratory for testing. The materials were tested for conformance with the project plans and specifications for use as fill material. The offsite reddish brown clayey sand was in general accordance with the project plans and specifications for select fill material, while the onsite gray clay was not within the project requirements. For the results of the laboratory tests please refer to Apex's report Nos. 903-004-041 P1 and 903-004-041 P2. If you should require additional information or have any question please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex s client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, DApex geoscience inc. www.apexgeo.com 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: incomplete Fax: incomplete Jan 27 04 11:49a Rpex Geoscience Inc. 2814917244 p.2 COMPACTION TEST REPORT Curve No.: 903-004-041 P7 Project No.: 903-004 Date: 1-6-4 Project: Cincmark 16 'rheater Renovation and Addition Location: Off site wicet material Elev./Depth: Sample No. 23 Remarks: MATERIAL DESCRIPTION Oescrlptlon: R,cddish Brown Clayey Sand Classifications - USCS: AASHTO: Nat. Moist - Sp.G. = 2.65 Liquid Limit = 25 Plasticity Index = 4 % > N0.4 - 4.0 % °fie < No.200 m 29 '%n TEST RESULTS Maximum dry density 104) pcl' Optimum moisture = 17 % 140 I Test specification: ASTM D 698-00a Method A Standard I 130 i I 11 ' 120 I 100% SATURATION CURVES FOR SPEC. GRAY. EQUAL TO: 2.8 2.7 110 2.6 I 0 100 90 i 80 I i I 70 0 5 10 15 20 25 30 35 Water content, No Figure APEX GEOSCIFNCF INC Jan 27 04 11:49a Rpex Geoscience Inc 2814917244 p.3 140 130 120 90 80 70 COMPACTION TEST REPORT Curve No.: 903-004-041 P2 Project No.: 903-004 Project: Gnemark 16 Thcatcr Renovation and Addition Location: 10' V. 20' S of the NIf corncr ol'thc building Elev./Depth: Sample No. 24 Remarks: Description: I,ibht Gray Clay Classlflcations - Nat. Molst. = Liquid Limit = 43 %>No.4a 0.0% !MATERIAL DESCRIPTION USCS: AASNTO: Sp.G. = Plasticity Index = 17 < No.200 = 53 % _ TEST RESULTS Maximum dry dcmity - 102 pcf _ Optimum moisture = 21 °! Date: 1-6-04 Water content, % Figure APEX GEOSCIENCE INC. CITY OF COLLEGE STATION WORK REQUEST PAGE 1 REQ/JOB: WF0489736 / 001 PROJECT: REQUEST DATE: 1/23/04 PRINT DATE: 1/23/04 CREW: PRINT TIME: 9:14:06 SCHEDULE DATES LOCATION: 1401 EARL RUDDER FWY S 04 77840 COMPLETION: 1/23/04 GEN. LOC: COLLEGE STATION LOC ID: 186010 REF NBR: REQ DEPT: DE -BUILDING INSPECTION PRIORITY: NORMAL REQUESTOR: H C BECK ORIGIN: CUSTOMER -WALK IN USER ID: SSTANLEY AUTH: SSTANLEY WORK TYPE: ROUTINE TEMP POLE PASSED TEMP POLE PASSED Category code CS -CUSTOMER SERVICES CSCS Task code: SET UP NEW UTILITY ACCT SET Facility ID Assigned Department: OT-CUSTOMER SERVICE IkA r. Fl-\IApex geoscience inc. ENV[RONA,fENTAL tl GEOTECKNICAL E] MATERIALS ID ENGINEERING /I ND TESTING SER FICE.S REPORT OF DRILLED PIER INSPECTION Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 1/29/2004 Report No.: 903-004-048 DPI REMARKS: Monitored drilling of 9 ®underreamed OR ❑ straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 5.00 inches on pier No. Several. Concrete was a 3000 mix, delivered by Transit Mix. TECHNICIAN: C. R. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft.)' Base Of Shaft Clean? Rebar Size (In.) Steel Properly Placed? Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. K.5-13.7 24 32 48 60 10,8" Yes #6 #4 Yes Yes K.2-13.7 24 32 48 60 11'2" Yes #6 #4 Yes Yes K.4-14.5 24 32 60 60 10'2" Yes #6 #4 Yes Yes J.8-13.7 24 32 48 60 11' Yes #6 #4 Yes Yes J.5-13.7 24 32 48 60 10'5" Yes #6 #4 Yes Yes J.3-13.7 24 32 48 60 10'5" Yes #6 #4 Yes Yes J.4-14.5 24 32 48 60 10,1" Yes #6 #4 Yes Yes H.2-14.6 24 32 48 60 11' Yes #6 #4 Yes Yes H.2-14.9 24 32 60 60 9'10" Yes #6 #4 Yes Yes From Finish Floor or From Existing Floor Surface. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed This report was prepared for the exclusive use of Ape<'s client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others Respectfully submitted, EApe.cgeosclence Inc. ►vtarv. a1liergeo. cony 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: incomplete Fax: incomplete I 11 EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SER FICEJ DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 1/28/2004 Report No.: 903-004-047 DIR Weather & Temperature: Clear & 64 Personnel On -Site: HCBeck Equipment On -Site: Earthworking equipment Technician: B. M. Description of Progress: As requested a representative of Apex geoscience inc arrived at the above referenced project to inspect earthworking procedures. Apex performed a proofrolling inspection on the Auditorium No. 18 using a fully loaded tandem axle dump truck. No pumping or rutting was observed and the soil appeared to be firm. Compaction testing was performed on the fill material for the Auditorium Nos. 17 and 18. For the results of the compaction testing please refer to Apex's report No. 903-004-047D. A sample of existing brown clayey sand was picked up from the new parking lot east of the Theater and returned to Apex's laboratory for testing. If you should require additioanl information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed This report was prepared for the exclusive use of Apex's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others Respectfully submitted, 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: incomplete DApe_rgeoscience inc www.apex eo.corn Fcr.c: rncomplrre EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL El NIATERIALS (E ENGINCERING AND TESTING NkRF/CI:S REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 1/28/2004 Report No.: 903-004-047 D Compaction Requirement: 95% of ASTM D698 Moisture Requirement: -3.0% to +3.0%. Apex ®did ❑did not monitor placement of fill Standard Count: M:680 D:2732 Technician: B. M. Gauge: Model No. Troxler 3430, Serial No. 29935 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture (%) Moisture Content (%) Wet Density (pcf.) Dry Density (pcf.) Compaction (%) Comments 17 6 1 st Lift 23 109 17 14.2 118.7 103.9 95.4 1 A Location: 15' North, 10' East of the Southwest corner of Auditorium #18 18 1 6 1 2nd Lift 1 23 1 109 1 17 1 13.8 1 121.3 106 6 97.8 1 A Location: 10' North, 15' East of the Southwest corner of Auditorium #18 19 1 6 1 3rd Lift 1 23 1 109 1 17 1 13.3 1 117.4 103.E 95 0 1 A Location: 15' North, 10' East of the Southwest corner of Auditorium #18 20 1 6 1 4th Lift 1 23 1 109 1 17 14.7 118.7 103.5 95 1 A Location: 10' North, 8' East of the Southwest corner of Auditorium #18 21 6 5th Lift 1 23 1 109 1 17 13.6 122.6 107.9 99.0 1 A Location: 5' North, 15' East of the Southwest corner of Auditorium #18 22 1 6 1 ESG 1 32 1 115 1 12 10.3 1242 112 7 98 0 3A Location: Center of new Parking area east of the theater ESG-Existing subgrade. Existing Material Moist. Req. 0% to +4% Comments 1. Fill Material A. Test Complies with Compaction Requirement 2. Base Course B. Test Does Not Comply with Compaction Requirement 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed This report was prepared for the exclusive use of Apex's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others Respectfully submitted, ZIApexgeoscience inc. ivwmape ,geo.corn 4230 Bkrebonnet Drive, Stafford, TX 77477 Phone: incomplete ra.v: incomplete EApex geoscience inc. ENVIRONMENTAL O GEOTECHN/CAL 171 MATERIII LS El ENG/NF.ERI;VG . I N1) TF..STING S'CR I'l(7: S REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 1/28/2004 Report No.: 903-004-047 D Compaction Requirement: 95% of ASTM D698 Moisture Requirement: -3.0% to +3.0%. Apex ®did ❑did not monitor placement of fill Standard Count: M:680 D:2732 Technician. B. M. Gauge: Model No. Troxler 3430, Serial No. 29935 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture (%) Moisture Content (%) Wet Density (pcf.) Dry Density (pcf.) Compaction (%) Comments 10 6 5th Lift 23 109 17 14.7 126.9 112.2 1 102.9 1 A Location: 5' West, 20' South of the Northeast corner of Auditorium #17 11 1 6 1 5th Lift 1 23 1 109 1 17 1 13.0 1 121.2 107.7 98.8 1 A Location: 10' North, 10' East of the Southwest corner of Auditorium #17 12 1 6 1 6th Lift 1 23 1 109 1 17 1 14.6 125.2 109.3 100.2 1A Location: 25' South, 10' West of the Northeast corner of Auditorium #17 13 1 6 1 6th Lift 1 23 1 109 1 17 1 14.7 1 126.7 110.5 101.4 1 A Location: 15' North, 20' East of the Southwest corner of Auditorium #17 14 6 ESG 1 24 1 102 1 21 1 22.4 119.3 97.5 95.6 3A Location: 5' South, 10' East of the Northwest corner of Auditorium #18 15 1 6 1 ESG 1 24 1 102 1 21 1 21.9 119.7 98.3 96.4 3A Location: 10' North, 15' East of the Southwest corner of Auditorium #18 16 1 6 1 st Lift 1 23 1 109 1 17 13.8 121.0 106.3 97.6 1 A Location: 10' South, 15' East of the Northwest corner of Auditorium #18 ESG-Existing subgrade. Existing Material Moist. Req. 0% to +4% Comments: 1. Fill Material A. Test Complies with Compaction Requirement 2 Base Course B Test Does Not Comply with Compaction Requirement 3 Native Subgrade C Retest of Previous Test 4. Other D Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementltous, and certain flexible base materials may not represent the actual values at the time of compaction F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed This report was prepared for the exclusive use of Apex's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others Respectfully submitted, E Apex geoscience inc. 4230 Bluebonnel Drive, Stnffoa•d, TX 77477 Phone: incomplete www. apex, eo. cnm f•a.c: incomplete EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL 0 A111TERIALS tEl ENGINEERING AND TESTING SL7t17CES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 1/27/2004 Report No.: 903-004-046 DIR Weather & Temperature: Clear & Personnel On -Site: HCBeck Equipment On -Site: Earthworking equipment Technician: B. M. Description of Progress: As requested a representative of Apex Geoscience inc arrived at the above referenced project to test the compaction of fill material. Upon arrival Apex was informed by the soil contractor that no testing would be required due to not being ready for testing. Testing will be rescheduled for a later date. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Apex's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others Respectfully submitted, ❑E .4pex geoscience inc. www.apexgeo.eont 4230 Bleebonnet Drive, Stafford, TV 77477 Phone: urcomplete Fax: incomplete EApex geoscience inc. EtVVIRONA,IENTAL O GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SER FICES_ REPORT OF DRILLED PIER INSPECTION Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 1/26/2004 Report No.: 903-004-045 DPI REMARKS: Monitored drilling of 1 5Z underreamed OR ❑ straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 6.50 inches on pier No. varoius. Concrete was a 3000 psi mix, delivered by Transit Mix. TECHNICIAN: B. M. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft.)* Base Of Shaft Clean? Rebar Size (In.) Steel Properly Placed? Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. K.7-15.4 30 31 72 74 8'3" Yes #6 #3 Yes Yes K.7-15.6 30 31 72 74 811" Yes #6 #3 Yes Yes K.7-16 30 31 72 74 8'2" Yes #6 #3 Yes Yes K.3-16 30 31 72 74 817" Yes #6 #3 Yes Yes J.7-16 30 31 72 74 9'3" Yes #6 #3 Yes Yes J.4-16 30 31 72 74 8'3" Yes #6 #3 Yes Yes J.4-15.5 30 31 72 74 911" Yes #6 #3 Yes Yes J.1-17 30 31 72 74 9' Yes #6 #3 Yes Yes J.1-16 30 31 72 74 8'2" Yes #6 #3 Yes Yes F.5-17 30 31 72 74 8110" Yes #6 #3 Yes Yes F.3-17 30 31 72 74 8-11" Yes #6 #3 Yes Yes D.5-17 30 31 72 74 8'6" Yes #6 #3 Yes Yes D.3-17 30 31 72 74 9111, Yes #6 #3 Yes Yes * From Finish Floor or From Existing Floor Surface. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed This report was prepared for the exclusive use of Apex's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others Respectfully submitted, DApcw- geo.�cicncc ine. wwmalm,.K eo.con! 4230 B/ueboncret Drive, Stafford, TX 77477 Phozze: incomplete Fax: incomplete EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL El MATERIALS El ENGINEERING AND TESTING SERVICES REPORT OF DRILLED PIER INSPECTION Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 1/26/2004 Report No.: 903-004-045 DPI REMARKS: Monitored drilling of 1EZunderreamed OR ❑ straight shaft piers, and performed testing and inspection of concrete placed in same. Made 1 set(s) of 4 cylinders at a slump of 6.50 inches on pier No. varoius. Concrete was a 3000 psi mix, delivered by Transit Mix. TECHNICIAN: B. M. Test Results Pier Location and I.D. Shaft Diameter (In.) Bell Diameter (In.) Depth Of Shaft (Ft.)' Base Of Shaft Clean? Rebar Size (In.) Steel Properly Placed? Concrete Placed On Same Day As Drilled? Plan Actual Plan Actual Vert. Horiz. D-17 30 31 72 74 8'11" Yes #6 #3 Yes Yes D-15.5 30 31 72 74 9'11" Yes #6 #3 Yes Yes ' From Finish Floor or From Existing Floor Surface. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed This report was prepared for the exclusive use of Aper's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others Respectfully submitted, EApev geoscience inc. www. apexq eo. com 4230 6krebonitet Drive, Stafford, TX 77477 Phone: incomplete Fax: incomplete EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 1/23/2004 Report No.: 903-004-044 D Compaction Requirement: 95% of ASTM D698 Standard Count: M:629 D:2745 Moisture Requirement: -3.0% to +3.0%. Technician: B. M. Apex ®did ❑did not monitor placement of fill. Gauge: Model No. Troxler 3430, Serial No. 30386 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture (%) Moisture Content (%) Wet Density (pcf.) Dry Density (pcf.) Compaction (%) Comments 4 6 1st Lift 23 109 17 14.0 121.2 106.4 97.7 1AF Location: 10' W, 20' S of the NE corner of Auditorium No. 17, (retest of #3, 1-22-04) 5 1 6 1 2nd Lift 1 23 1 109 1 17 1 20.4 1 125.1 1 103.9 95.3 1A Location: 5' West, 25' South of the Noertheast corner of Auditorium No. 17 6 1 6 1 3rd Lift 1 23 1 109 17 1 14.1 1 121.9 106.8 98.0 1A Location: 15' West, 20' South of the Noertheast corner of Auditorium No. 17 7 1 6 1 4th Lift 1 23 1 109 1 17 1 20.1 1 124.9 104.0 95.4 1A Location: 10' West, 25' South of the Noertheast corner of Auditorium No. 17 8 1 6 1 1 st Lift 1 23 1 109 1 17 1 19.2 1 129.1 108.3 99.4 1A Location: 20' East, 20 North of the Southwest corner of Auditorium No. 17 9 6 2nd Lift 1 23 1 109 17 14.5 120.1 104.9 96.2 1 1A Location: 20' East, 20 North of the Southwest corner of Auditorium No. 17 Comments. 1. Fill Material A. Test Complies with Compaction Requirement. 2 Base Course B Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementltous, and certain flexible base materials may not represent the actual values at the time of compaction F. Retest complies with compaction requirement Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed This report was prepared for the exclusive use of Apex's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, EApexgeoscience inc. www. apex., eo. coin 4230 6luebannel Drive, Stafford, TX 77477 Phone: rncomplefe Fa.c: incuniplere EApex geoscience inc. ENVIRONMENTAL O GEOTECHNICAL 121 MATERIALS El ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 1/22/2004 Report No.: 903-004-043 DIR Weather & Temperature: Partly Cloudy & Personnel On -Site: HCBeck Equipment On -Site: Earthworking equipment Technician: B. M. Description of Progress: As requested a representative of Apex geoscience inc. arrived at the above referenced project to perform a proofroll inspection and test fill material placement. A proofroll was performed on the building pad for Auditorium No. 17. A fully loaded tandem axle dump truck was used. No pumping or rutting was observed and the soil appeared to be firm. Compaction testing was performed on fill material placed on Auditorium No, 17. For the results of the compaction testing please refer to Apex's report No. 903-004-043D. If you should require additional information or have any questions please feel free to contact us at you convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed This report was prepared for the exclusive use of Apex's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others Respectfully submitted, E Ap ev geoscien ce inc mmm.npex�eo.cnnr 4230 Blrtebonrret Drive, Stafford, TX 77477 Phone: incomplete Fa.c: incorrrphve EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL O MATERIALS O ENGINEERING ArVD TE.S'TING .S'FRVI( /iS REPORT OF IN -PLACE SOIL MOISTURE/DENSITY BY NUCLEAR METHODS Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 1/22/2004 Report No.: 903-004-043 D Compaction Requirement: 95% of ASTM D698 Moisture Requirement: -0.0% to +4.0%. Apex ®did ❑did not monitor placement of fill Standard Count: M:640 D:2753 Technician: B. M. Gauge: Model No. Troxler 3430, Serial No. 30386 Test Results Test No. Test Depth (In.) Elevation Soil ID No. Max. Dry Density (pcf.) Optimum Moisture (%) Moisture Content (%) Wet Density (pcf.) Dry Density (pcf.) Compaction (%) Comments 1 6 ESG 24 102 21 25.5 124.6 100.9 98.9 3A Location: 8' West, 20' South of the Northeast corner of Auditorium No. 17 2 6 ESG 1 24 1 102 21 1 24.8 1 122.4 1 98.1 1 96.1 3A Location: 10' East, 20' North of the Southwest corner of Auditorium No. 17 3 6 1 1 st Lift 23 109 17 1 13.2 1 117.5 1 103.8 1 95.3 1 D Location: 10' West, 20' South of the Northeast corner of Auditorium No. 17 ESG-Existing Subgrade Select fill material Moist. Req. -3% to +3%. Comments: 1. Fill Material A. Test Complies with Compaction Requirement 2. Base Course B. Test Does Not Comply with Compaction Requirement. 3. Native Subgrade C. Retest of Previous Test. 4. Other D. Moisture Not Within Specified Range. E. Moisture test value on lime -stabilized, cementitous, and certain flexible base materials may not represent the actual values at the time of compaction F. Retest complies with compaction requirement. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Ape's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others Respectfully submitted, El Apex geobcience irle. 4230 Bluebonnet Drive, Stafford, TX 77477 Phone: incomplete 3v)viv,a1)e,v, eo. coin Fax: incomplete EApex geoscience inc. ENVIRONMENTAL El GEOTECHNICAL O NIA TERIALS O ENGINEERING , I ND TESTING SER 17C ES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 1/15/2004 Report No.: 903-004-042 DIR Weather & Temperature: Clear & 64 Personnel On -Site: HCBeck Equipment On -Site: Technician: M.W. Description of Progress: As requested a representative of Apex Geoscience Inc arrived at the above referenced project to inspect the condition of existing material on the East side of the existing building Apex's representative inspected the existing material due to concerns following the heavy weekend rains. The material was observed to be consistent with the geotechnical report, but was very wet. The contractor was notified the clay material needed to be dried prior to select fill material placement. If you should require additional information or have any questions please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards Results listed pertain only to the specific items, materials, characteristics, and locations tested and/or observed This report was prepared for the exclusive use of Apex's client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others Respectfully submitted, Z]Apexaeoscience inc 1vlv7v.apexeo.coin 4230 BNebonnet Drive, Strafford, TX 77477 Phone: incomplete Fax: incomplete Apex geoscience inc. ENVIRONMENTAL El GEOTECNNICAL O MATERIALS O ENGINEERING AND TESTING SERVICES DAILY INSPECTION REPORT Client: HCBeck Project: Cinemark Movies 16 Expansion Attention: Ms. Meredith Tinney City: College Station, TX 1807 Ross Avenue, Suite 500 Dallas, TX 75201 Date: 1 /6/2004 Weather 8r Temperature: Partly Cloudy 8r Personnel On -Site: HCBeck Equipment On -Site: Technician B. M. Report No.: 903-004-041 DIR Description of Progress: As requested a representative of Apex geoscience inc arrived at the above referenced projec to pick up samples of onsite and offsite materials. One sample of onsite gray clay and one sample of offsite reddish brown clayey sand were picked up and delivered to Apex's laboratory for testing. The materials were tested for conformance with the project plans and specifications for use as fill material. The offsite reddish brown clayey sand was in general accordance with the project plans and specifications for select fill material, while the onsite gray clay was not within the project requirements. For the results of the laboratory tests please refer to Apex's report Nos. 903-004-041 P1 and 903-004-041 P2. If you should require additional information or have any question please feel free to contact us at your convenience. Unless noted, tests are performed generally per applicable ASTM, AASHTO, State or federal transportation agency, or other accepted or recognized standards. Results listed pertain only to the speck items, materials, characteristics, and locations tested and/or observed. This report was prepared for the exclusive use of Ape) s client Apex is not responsible for the use, duplication, interpretation or reliance on all or part of this report by others. Respectfully submitted, Apex geoscience inc- www.apexgeo.com 4230 Bluebonnd Drive, Stafford, TX 77477 Phone: incomplete Fax: incomplete Jan 27 04 11:49a Apex Geoscience Inc. 2814917244 p.d COMPACTION TEST REPORT Curve No.: 903-004-041 P1 Project No.: 903-004 Date: I-6-4 Project: Cincmark 16 'Cheater Renovation and Addition Location: Off site ,.cicct matcrial Elev./Depth: Sample No. 23 Remarks: MATERIAL DESCRIPTION Description: Rcddi%h Brown Claycy Sand Classifications - USCS: AASHTO: Nat. Moist R Sp.G. = 2.65 Liquid Limit = 25 Plasticity Index = 4 % > No.4 = 4.0 % % < No.200 - 29 1%. 140 130 120 R 110 90 t7 TEST RESULTS Maximum drydensity I00 pef Optimum moisture = 17 % 5 10 15 20 25 30 35 40 Water content, % Figure APEX GEOSCIENCE INC_ Jan 27 04 11:49a Apex Geoscience Inc 2814917244 p•.� COMPACTION TEST REPORT Curve No.: 903-004-041 P2 Project No.: 903-004 Project: Cinemark 16 Theatcr Renovation and Addition Location: 10' 1:. 2(YS i)rthc Nl? corner ol'thc huildinb Elev./Depth: Sample No. 24 Remarks: MATERIAL DESCRIPTION Description: Light Gray Clay Classifications - USCS: AASHTO: Nat. Molst = Sp.G. _ Liquid Limit = 43 Plasticity Index = 17 % > No.4 m 0.0 % % C No.200 = 53 % TEST RESULTS Maximum dry density • 102 per Optimum moib-ture = 21 °!. Date: 1-6-04 140 Test specification: AS'TM D 698-00a Method A Standard 130 pill i I 120 I I I 100% SATURATION CURVES ' FOR SPEC. GRAY. EQUAL TO: f I 2.8 _ 2.7 110 I 2.6 z i 0 100 � I I I I I i I wo 90 80 , I 0 5 10 15 20 25 Water content, 0/6 APEX GEOSCIENCE INC. „0 i 35 40 Figure -47 F• COLLEGE-Sj&.-UQj x, 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 03-00002033 Date 8/11/03 Property Address . . . . . . 1401 EARL RUDDER FWY S Property ID . . . . . . . . . 289000-0001-0010 R # . . . . . . • . • • . . . R92106 Tenant nbr, name . . . . . . RETROFIT THEATRE Application description . . . COMMERCIAL, REMODEL/RENOVATION Subdivision Name . . . . . . GATEWAY PARK Property Use . . . . . . . . Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 4070000 Owner Contractor CINEMA PROPERTIES INC � Q-cC geGr- % CINEMARK USA INC 3900 DALLAS PKWY STE 500 PLANO TX 750937865 Structure Information Construction Type . . . . . **NEEDS TO BE ENTERED** Occupancy Type . . . . . . **NEEDS TO BE ENTERED** Other struct info . . . . . IMPACT/PRORATA FEES PAID NA HEATED AREA 24858.00 INTERIOR WALL TYPE SHEETROCK SEWER TYPE PUBLIC SERIAL ZONES 189.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KE Permit Fee . . . . 8800.00 Plan Check Fee .00 Issue Date . . . . 8/11/03 Valuation . . . . 4070000 Expiration Date . . 2/08/04 Qty Unit Charge Per Extension BASE FEE 1660.00 3570.00 2.0000 THOU BLDG, VAL 500001 & UP 7140.00 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE CHEMICAL SOIL TREATMENT OR PHYSICAL BARRIER (SUCH AS METAL OR PLASTIC TERMITE SHIELDS) FOR PROTECTION AGAINST TERMITES. IF CHEMICAL TREATMENT IS USED, THE CONCENTRATION, RATE OF APPLICATION AND TREATMENT METHOD SHALL BE CONSISTENT WITH THE TERMITICIDE LABEL. ELECTRICAL SHALL BE INSTALLED PER 199 NEC & LOCAL AMENDMENTS SUBMIT FIRE ALARM PLANS WITH PRODUCT DATA SHEETS - DESIGN AND INSTALL AS PER NFPA 72 ------------------------------------- - - - - -- - BUILDING DEPT REPRESENTATIVE: / - APPLI w., -.BUILDING PERMIT CITY OF COLLEGE STATIOZ 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 2 Application Number . . . . . 03-00002033 Date 8/11/03 ---------------------------------------------------------------------------- Special Notes and Comments NO WORK SHALL START UNTIL PLANS HAVE BEEN REVIEWED AND RETURNED PROVIDE FIRE EXTINGUISHER(S) - VERIFY LOCATION AND PLACEMENT WITH THE FIRE MARSHALL'S OFFICE (MIN. 2A10BC) SUBMIT FIRE SPRINKLER PLANS AND CALCULATIONS FOR REVIEW NO WORK ON SPRINKLER SYSTEM SHALL BEGIN UNTIL PLANS HAVE BEEN REVIEW AND RETURNED. SPRINKLER SYSTEM CONTROLS AND WATER FLOW SWITCHES ARE REQUIRED TO BE MONITORED BY AN APPROVED MONITORING COMPANY. A COPY OF THE MONITORING CONTRACT SHALL BE SENT TO THE COLLEGE STATION FIRE DEPARTMENT, FIRE PREVENTION DIVISION. PROVIDE A KNOX BOX FOR FIRE DEPARTMENT ACCESS. PROVIDE PANIC HARDWARE ON EXIT DOORS POST PERMIT CARD ON JOB SITE PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. Refer to letter from Rene Cavazos,"HCBeck" regarding additional plan review comments. Dated August 7,2003 Fee summary Charged ----------------- ---------- Permit Fee Total 8800.00 Plan Check Total .00 Grand Total 8800.00 BUILDING DEPT REPRESENTAT APPLI Paid Credited Due 8800.00 .00 .00 .00 .00 .00 8800.00 .00 .00 - Z-- --� ------------------ r TRANSMITTAL To: Lance Simms City of College Station Inspection Dep. 1101 Texas Avenue College Station, TX 77840 Phone: 979.764.3742 Fax: 979.764.3814 Date: 6.23.03 Re: College Station Retrofit/ Expansion Cinemark 16 Comm. No: BA#01096.00 College Station, TX Via: Fed X Copies: Three full-size sets One set of specs One application for building permit One check for $8,800.00 payable to City of College Station Subject: College Station Retrofit/ Expansion F Remarks: For your review. Call me if you have any questions at 214.303.6477 By: Rene Cavazos, The Beck Group cc: Rick Walker, Principal File io,; Ross "'N lwe * Carr. , Texas ib20; • 214 303 6200 lox 2,4 3 s CK EsECKGRG,._'.�',"' 1 cont wino our pursuit of excellence, f Fa Office Use E3APPLICATION FOR BUILDING PERMIT DATE: G CITY OF COLLEGE STATION APPLICATION #�o ''X�3�3 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 TEMP POLE # (979) 764-3570 (979) 764-3496 FAX WWW.CI.COLLEGESTATION.TX.US ADDRESS/LOCATION:. 19-'O J -EPL P-U Q P E'= 'FA P-W � cjPQ T-'ti - 7 7-e 4!r - LOT 1 V% 0 BLOCK d N SUBDIVISION q/ A TE ✓ ✓ A 1 �A BUSINESS/OWNER NAME: t2ON H A 1:27 A/ PHONE: �7 % . lvl�� •/Doto CONTRACTOR/HOMEOWNER: PHONE: ? • �o &1 7 CONTRACTOR AD RREErS-'I B O% �-0�7 j�� /� II �J�J(IE� �(j /T� 51 ELECTRICIAN. ( - 8• PLUMB R: T- l3 • S . HVAC..eo - 95, 1i • GOD CENTS (Residential only): CLASS OF WORK / ACC, V.SORY/STORAGE LOCATION RE -ROOF (Total/Partial) ADDITION MOVIN6 SHELL ONLY DEMOLITION (Asbestos Survey) '�ILV�I CONSTRUCTION SLAB ONLY DUPLEX (L\ndscape Plans Req),r`, REMODEURENOVATION SW MING POOL DESCRIPTION \OF WOR/K: y Jl' jb/1/ STRUCTURE US`:� jY/Ol�l �• T 1T T'1 HOMEOWNER ASSOCIA ION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEI TEXAS ACCESSIBILITY S ; NDARD (TAS) PROJECT REGISTRATION# EABPRJ� VALUATION: $ VO O O • °- TOTAL AREA:-2tR0 H (Cost of L'pbo, and Materials) PUBLIC SEWER ' P SEPTIC/TREATMENT S STEM IV o l�- SEWER TAP: 11A{rl j WATER TAP: A ❑ OTHER TAP: IZE' Ar ❑ TEMP POLE / SIZE p )4.- GARAGE TYPE: SINGLE El ATTACHED SIGNATURE OF APPLICANT: Plans Examiner NUMBER OF BEDROOMS: NUMBER OF BATHROOMS: AL: - A383G59-1 AREA: 174-MC, INTERIOR WALL TYPE: M&TA4-' 1e-21 EXTERIOR WALL TYPE: I2 FOUNDATION TYPE: U `MCD rlCT5 A Ate- ROOF TYPE: � �A sfT NNJ RLcL �HC�T R �A14/ DOUBLE TRIPLE DETA44EI57 CARPORT tle Official Use Only Zoning Official Comments: YES or NO AUG. 8, 2003 1:32PM TuE BECK GROUP N0, 235 P. 1 PAX continuing our oufsuit Or To: Lance Simms pate: 08/0/03 excallence .. City of College Station 08�gv g / 0-3 Development Services Department Phone No. 979-764-3742 Fax No. 979-764-3814 °i-1q--7C-a-•�Ir� From: Rene Cavazos Re: College Station Cinemark RetrofWExpansion Comm. No. BA#01096,00 College Station, TX Subject: Review clarifications Pages: fir? Comments: Dear Mr. Simms, Please refer to the attached sheet for information. cc: Carl Warren, CBO Dick Walker, Beck Brian Check, Beck File 1807 Ross Ave. Suite 500 . Dallas, Texas 75201-8006 . 214 303 6230 fax 214 303 6330 BECKGROURCOM AUG. 8. 2003 1:33PM THE BECK GROUP NO- 235 P. 2 August 7, 2003 Lance Simms, Chief Planning Examiner City of College Station Building Inspections Department 1101 Texas Avenue College Station, Texas 77840 Dear Sir. HCBeck would like to take this opportunity to clarify the architectural review comments discussed during our phone conversation on August 6, 2003 and your concerns about the construction phasing of the retrofit! demolition. Project name: College Station Retrofit/ Expansion Cinemark 16 issue for permit June 20, 2003. As discussed yesterday during our phone conversation, HCBeck will take all the precautions to provide a clear exit path at all times during the construction. HCBeck will build temporary walls and construct the new exiting ramps first before any demolition occurs to ensure an exit path at all times. We will also be interested in having a fire marshal on site before demolition commences to verify the proper exiting requirements. In response to your comment about the Assistive Listening Devices under the IBC 2000 section 1107.2.4 refer to the project manual for type and specifications, Section 16400 Auxiliary Electrical Systems, Section 2.04 C notes 4 and 5. The location of these devices can be found in the architectural and electrical drawings sheets E3.01A, B & C note No. 6 and A10.11 detail 03 which are located V-8" above finish floor/ riser_ Please let me know if you need additional information regarding this matter, With these clarifications it is our hope that release of the building permit can be expedited. Thank you for your time. Please call with any questions. Rene Cavazos HCBeck Project Leader Direct 214.303.6477 Fax 214.303.6577 renecavazos(fteckgroup.com AUG. 8,2003 1:33PM THE BECK GROUP NO. 235 P. 3 0_D. PAINTED METAL RAIL AND POST, P74 1AINTED METAL HANDRAIL, P74 " O.D. PAINTED RAIL WITH 41N, 4" CENTER BETWEEN ACH, TYPICAL :SCUTCHEON PLATE WITH kNCHOR BOLTS CAST INTO ;ONCRETE STEM WALL, REF. ;TRUCTURAL ONCRETE STOOP OR RAMP, EF. STRUCTUAL ,OMPACTED FILL XPANSION FILLER MATERIAL FHOROCOAT #NAM043, f0 MATCH EXISTING 120 TYP. RAMP SECTION 3/4"=i'-O" KBECK 1607 RM AVENVE SViTE 500 DALLAS. TEXAS 75201 TEL 214.303.6200 FAX 214.303.6577 RE: A1.11 IRESPONSE TO CITY COMMENTS MAIL 20 ISSUE FOR PERMIT 06-20-03 341= V-0° ITEM 1 096.00 - t• AUG. 8. 2003 1:33PM THE BECK GROUP NO.235 P. 4 1807 ROS5 AVENUE RE;A1.11 RESPONSE TO CITY COMMENTS oa-06-03 807 SUITE 500 M7AIL-20 ISSUE FOR PERMIT 06-20-03 DALLAS, TEXAS 75201 TEL 214.303.6200 ITEM 2 FAX 214.303.6577 www.heckwoo.eem 16 Retrory I -1 AUG, 8.2003 1:34PM THE BECK GROUP NO.235 P. 5 907OROSS HE: A2-12 RESPONSE TO CITY COMMENTS 00-06-03 AVENUE SUITE 500 DFAIL-01 ISSUE FOR PERMIT 06-20-03 DALLAS, TEXAS 752o1 TEL 214.303.6200 ITEM 3 FAX 214,303.6577 1/4n' 1�.0 www,beckgroup.com College $Wbun Unemark 16 Retrofit/ Expansion 01096.00 i xuu. riV1 nr OM t11\uur AU. 1 i 4 r. L 14 August 5, 2003 Lance Simms, Chief Planning Examiner City of College Station Building Inspections Department 1101 Texas Avenue College Station, Texas 77840 Dear Sir: HCBeck would like to take this opportunity to clarify the architectural review comments discussed during our phone conversation on August 5, 2003 concerning the construction phasing of the retrofit portion. Project name: College Station Retrofit/ Expansion Cinemark 16 issue for permit June 20, 2003. The construction sequence for the existing auditoriums to be retrofit will be as follows: Auditoriums 1 to 4 Auditoriums 5 to 8 Auditoriums 9 to 12 After construction is completed for auditoriums 1 thru 12 the new construction will begin At no time during construction will a required exit or exit corridor be blocked obstructing proper exiting in the event of an emergency. With these clarifications it is our hope that release of the building permit can be expedited. Thank you for your time. Please call with any questions. Rene Cavazos HCBeck Project Leader Direct 214.303,6477 Fax 214,303,6577 renecavazos beck rou .corn Address: Project Name: `� City of College Station Pa a of WAJ Building Inspection Department g PLANS EXAMINATION REPORT Date: Drawing Number Code Ref. Number Questions or Comments � �' a/.tylt��: Y n �'� C - e//clr��ie• 1oGb $ram 'on 11 Bd)a #13ooc 1-iD hil / ba t�4 Ye /s Y1S tv,/A� _9e 9q). l 2 3 m { n ant i a %H - Tnc- �L d C�a �%S C-f•� Gi2 ��t /IlYa 2?!1 S * G/�fG l 49 lw- ss� Received by: Date: City of College Station Page of N J Building Inspection Department PLANS EXAMINATION REPORT Address: Date: Project Name: Drawing Number Code Ref. Number Questions or Comments IUOVe J c Received by: Date: 7-!7�FFpF;,o Sp al I MAI MWWL. ,�„ � ri /� I � _ 1: ;.:� �� F'� � y }'. :,, � f � s ys� s I ��'�A "..•ram ,T7, MR, P-M. Pat � �� Pam_ a� � s _ ;� ... .�_. .� �; ate:_ , ,` , � w� � � lhiv 9-.1;1. v r 44 OAW v +� i � 3 low ---= - ♦ OMI 14 04 7% Ito, Ilk �,4197-777 AL � � � 7 \ 2m?\�� \ ° < :«� � � : \ }��: � \ c: . . £y \ » � %K % * %� �. « §p %. § * »� � `~» �� ° / ©� % F �9 bT ii" �� T"►:ice ... I �+� tits, � �`�• •.P'�'��I ��46 7- w-.,- ................ PROJECT PLAN REVIEW 2000 International Codes PLAN REVIEW NO. PLAN REVIEW WORKSHEET HEIGHT AND AREA - CHAPTER 5 ALLOWABLE AREA f Occupancy groups if mixed occupancy (separated and nonseparated) Main use f4skm/ Minimum Construction type A K3 MIXED OCCUPANCY - NONSEPARATED USES (302.3.2) The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building. MIXED OCCUPANCY - SEPARATED USES (302.3.3) For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1. Actual Area of Occupancy" A" Actual Area of Occupancy" B" Allowable Area of Occupancy" A" + Allowable Area of Occupancy" B" < I Story No. Description and Use (A) Building Area Per Story On Plans (B) Table 503 5 Area (C) Area for Open Space Increase' jBI x !r 100 (D) Area for Sprinkler Increase = IPI x s 100 (E) Allowable Area (B) + (C) = (D) or Unlimited 3 (F) Maximum Building Area 4 e k) } 221 o� 7 'Open space area increases from Section 506.2 are computed thus: a. Perimeter which fronts a public way or open space having 20 feet open minimum width = (F) b. Total Building Perimeter = (P) c. Ratio (F/P) _ (F/P) d. W = Minimum width of public way. _ (W) e. Percent of frontage increase 11 = 100 (F/P - .25) x W/30 = (°/,) ?The sprinkler increase per Section 506.3 is as follows: a. multistory building I, = 200 percent b. single story building Is = 300 percent 'Unlimited area applicable under conditions of sections Group B, F, M, S. A-4 (507.1. 507.2, 507.3. 507.5); Group E (507. Malls (402.6); and H-2 aircraft paint hangers (507.6). ' Maximum Building Area (F) = total number of stories in the building x E but not greater than 3 x E. 5The maximum area of parking garages must comply with 406.3.5. The maximum area of air traffic control towers must comply with 412.1.2. 2000 Plan Review Fors Page 2 of 60 O X A S m M rA AUG. 5. 2003 2:45PM THE BECK GROUP N0. 174 P. FAX To: Lance Simms City of College Station Development Services Department Phone No, 979.764-3742 Fax No. 979-764-3814 From: Rene Cavazos Re: College Station Cinemark Retrofit/Expansion College Station, TX Subject: Review clarifloations C:r. pL'r]�it cif Date: 08/05/03 Comm. No. BA#01096.00 Pages: Comments: Dear Mr. Simms, Please refer to the attached sheet for information. cc: Carl Warren, CBO Rick Walker, Beck Brian Check, Beck File 2 1807 Rosa Ave. Suite 500 . Dallas, Texas 75201.6006 . 214303 6230 fax 214303 6330 BECKGROURCOM MPROJECT Ci n" as k PLAN REVIEW NO ASSEMBLY OCCUPANCY REQUIREMENTS 2000 International Building Code • AA ASSEMBLY • A-2 ASSEMBLY • A-3 ASSEMBLY • A-4 ASSEMBLY • A-5 ASSEMBLY • W/ • W/O A Stage Requiring Proscenium Opening Protection CODE SECTION ITEM O.K., COMMENT ORN/AN/A 303.1 ClassificalionolA-2, A-3, A-4, A-5 /! Table 503 Building Height & Area 64e— tm lj, 504 Height modifications yl 4 506 Area Modifications V A'; m; W 507.2 Unlimited Area - One Story gin A_ 507.8 Unlimited Area - Motion Picture Theaters 302.1.1 Incidental Use Areas Table 302.3.3 Mixed Occupancy 302.2 Accessory Use Areas Table 302.3.3 Note d ✓i e Separation Exemptions 1007.5 Stage Means of Egress 17 1008.5.1 Egress Width Without Smoke Protection 1008.5.2 Egress Width With Smoke Protection 1008.1 Main Exit Fronts on a Public Place 1003.2.2 Design Occupant Load 1003.2.2.5 Occupancy Load Sign Table 1607.1 Design Loads (platfom s & stages /A 410.3.1 Stage Construction 410.4 Platform Construction 410.5 Dressing and Accessory Rooms 410.3.7 Stage Ventilation 410.3.4 Proscenium Wall 410.3.5 Proscenium Curtains 2000 Plan Review Forms CODE SECTION ITEM O.K. COMMENT OR N/A 410.3.2 Galleries, Gridirons, Catwalks, and Pinrails 410.3.3 Exterior Stage Doors 410.3.6 Combustibility of Scenery 409 Projection Rooms 410.7 Stage Standpipes n 411 Special Amusement Buildings h �� 411.3 Automatic Fire Detection 1008.1-1008.10 Grandstands and Bleachers 903.2.1 SPRINKLERS WHERE REQUIRED WA 903.2.12.1 Basement > 1500 sq ft h I 410.6 Stages (Sprinklers) n )i4 1008.5.2.3 Smoke Protected Seating (Sprinklers) 411.4 Special Amusement Buildings (Sprinklers) 907.2.11 Special Amusement (Smoke Detection) Table 601 Note d Reduction of Hourly Ratings With Sprinklers ) 14 603.1 Combustible Materials in Type 1 and Type II Construction 907.2.1 Manual Fire Alarm 907.2.13.2 Fire Alarms - Atrium y) Table 1004.2.4 Exit Access Travel Distance 903.3.1 Sprinkler Standard NFPA 13 903.4 Sprinkler System Monitoring and Alarms Table 803.4 Lobby Area Interior Finish Page 24 of 60 D N m m M PROJECT PLAN REVIEW NO ASSEMBLY OCCUPANCY REQUIREMENTS 2000 International Building Code CODE ITEM O.K., SECTION MMENT OR NIA 805.1 Decoration and Trim F6NI 905.3 STANDARDS WHERE REQUIRED 905.3.1 Buildings with floors > 30 ft above Fire Department Vehicle Access 905.3.2 Buildings with > 10,000 sq ft and > 200 ft travel to Fire Department Vehicle Access 905.3.5 Stages > 1000 sq ft 905.5.1 A-1 & A-2 with occupant load of more than 1000 persons 905.3.3 Nonsprinklered with occupant load exceeding 1000 persons 905.4-905.6 Hose Connection Location 905.2 Standpipe Standard NFPA 14 905.9 Valves Controlling Water Supplies 905.7 Cabinets Chapter 10 Egress Requirements 1001 General 1003.2.3 Egress Width 1008.1 Capacity of Main Exit Occupant Load 1008.2 Other Exits \ 1003.2.2.7 Converging Exits 1004 Travel Distance & Arrangement of Exits Table 1004.2.1 Two Exits (Room or Tenant �( Space > 50 Occupants or travel greater than 1004.2.5) 1004.2.5 Common Path of Travel • 75 ft 1004.2.2.1 Exit Separation ('/ Diagonal Dimension of Building) 1005 Minimum Number of Exits CODE SECTION ITEM O.K., COMMENT OR N/A 1004.3.2.2 Minimum Width of Access Corridor 1004.3.2.5 Exit Access Corridor Continuity Table 1005.2.2 Single Exit (One Story, 50 occupants, and 75 ft Travel Distance) Table 1003.2.3 Minimum Stair Width 1003.3.1.1 Minimum Exit Door Width 714.2.3(3) Non -rated Doors in theaters 1007.1 Boiler, Incinerator or Furnace Rooms 1007.2 Refrigeration Machinery Rooms 1004.3.2.3 Dead End Corridor • 20 ft 1004.3.2 Exit Access Corridors 1005.3.2.5 Smokeproof Enclosures 1003.2.2.8 Mezzanines 1005.3.2 Enclosed Stairways 1008.4.1 Balcony Stairs 1005.3.6 EXTERIOR EXITWAY STAIRS 1005.3.6.1 Height • 6 stories • 75 ft 1004.2.4.2 Balcony Travel Distance Increase 1005.3.6.5 Separation Stairway Protection Building 1006.2.2 Adjacent Lot Line 1003.3.3 STAIRWAY CONSTRUCTION N/A 1003.3.3.5 Stairway Construction 1003.3.3.3.2 Closed/Open Risers 1005.3.2.2 Separation of Closets Below Stairways 1005.3.2.3 Stairway Identification for Stairs That Continue Below the Level of Discharge 2000 Plan Review Fonns Page 25 of 60 PROJECT PLAN REVIEW NO ASSEMBLY OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM O.K., COMMENT OR NIA 1003.3.3.3 Stair Treads and Risers 1008.9.1 Aisle Treads 1008.9.2 Aisle Risers 1003.3.3.3.1 Uniform Treads & Risers 1003.3.3.7 Circular Stairs 1003.3.3.4 Landings 1003.3.3.11 Handrails d I 1003.3.3.2 Headroom f 1003.3.3.12 Access to Roof I� 1005.3.2.1 Exit Stair Exterior Wall Requirements 1005.3.4 Exit Stair Openings D 1005.3.5 Horizontal Exits n 1005.3.6.2 Exterior Stairs Openness Requirements d 1006 Exit Discharge ok 1006.3.1 Egress Courts 1005.3.3 Exit Passageway 1003.3.1.9 Egress Doors and Hardware �f'( 1003.3.1.8 Latching and Locking Devices 1003.3.4 Ramps 1 1003.2.12, 1008.12 Guards 1003.2.12.2 Guard Opening Limitations 1003.2.10 Exit Illumination & Exit Signs B 1004.3.1 Aisles Serving Seating at Tables / y Y}- 1008.10 Assembly Seats Stability 1 008. 11 Handrails 1008.12 Assembly Guards 1008.13 Bleacher Footboards n CODE SECTION ITEM O.K., COMMENT OR N/A 1008.3 Foyers and Lobbies 01< 1008.4 Interior Balconies 1007.5 Special Exits from Stages yj 1007.4 Projection Rooms 1008.9 Assembly Aisle and Stair Construction 1008.7 Assembly Aisles and Seating 2702.2.1 Emergency Power ©I L 1107.2 Accessibility Features 2000 Plan Review Forma Page 26 of 60 PROJECT PLAN REVIEW NO ASSEMBLY OCCUPANCY REQUIREMENTS 2000 International Building Code INTERIOR FINISH INTERIOR FINISH SECTION 803.4 UNSPRINKLERED SPRINKLERED' REQUIRED REQUIRED ACTUAL O.K., REQUIRED REQUIRED ACTUAL O.K., A-1 & A-2 A-3, A-4, & A-5 COMMENT A-1 & A-2 A-3, A-4, & COMMENT OR NIA A-5 OR N/A Vertical Exits and A A B B Exit Passageways" Exit Access A' A B B Corridors and Other Exitways Rooms and Enclosed B - C C C Spaces Floor Covering 0.22 watt/ 0.22 watt/ 0.22 watt/ 0.22 watt/ Corridors & Exits sq cm. sq cm. sq cm. sq cm. a. Lobby areas in A-1, A-2„ and A-3 occupancies shall not be less than Class B materials. b. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over funing strips applied to a noncombustible base and fireblocked as required by Section 803.3.1. C. In vertical exits of buildings less than three stories in height of other than Group 1-3, Class B interior finish for unsprinklered buildings and Class C interior finish for sprinklered buildings shall be permitted. d. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -resistance rating is required for structural elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing factor regardless of the group classification of the building or structure. e. Class C interior finish materials shall be permitted in places of assembly with an occupant of 300 persons or less f. Applies when the vertical exits, exit passageways, exit access corridors or exitways, or rooms and spaces are protected by a sprinkler system installed in accordance with Section 903.3.1.1 or Section 903.3.1.2. 2000 Plan Review Forms Page 27 of 60