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Home My WebLink AboutCME Testing CME TESTING AND ENGINEERING, INC. 320 Crt:UiAM Ro D . t:;c7z.x. ;F:SrnvrtoN,TEXAS 77845 . 979.690.3600 Client: Mr. Blake Cathey Report Date: 2/3/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 1 P.O. Box 9517 College Station,TX 77845 PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS LIME TREATED SUBGRADE SOIL SAMPLES Date: 1/29/15 Arrival Time: 2:30 PM Requested By: Mr.Alfonso Guillen,B.V.S.Construction,Inc. Sample Obtained By: Juan Vasquez Time Charge: 1.0 Hour No.of Samples Collected: 2 Sample No.: 1 oft Lab No.: 33 Location Sample was Obtained from: Crestmont Drive at Station 12+00, Centerline. Laboratory Test Results Project Requirements Material Description: Lime Treated Brown&Tan Sandy Lean Clay Unified Soil Classification: CL Percent Passing 1'/4"Sieve: 100 Minimum 100% Percent Passing 3/4"Sieve: 97 Minimum 85% Percent Passing No.4 Sieve: 83 Minimum 60% Percent Passing No.200 Sieve: 50.2 pH: 12.6 Minimum 12.4 Liquid Limit: 46 Plastic Limit: 30 Plasticity Index: 16 Less Than 18 Comments: Sample meets project specifications. (See Report No. 1-A for Proctor Curve) CME TESTING AND ENGINEERING INC. Proposed Street&Utility Improvements Barron Crest Subdivision;College Station,Brazos County,Texas Report No.1—Lime Treated Subgrade Soil Samples Report February 3,2015 Sample No.: 2 of 2 Lab No.: 34 Location Sample was Obtained from: Crestmont Drive at Station 14+00,Centerline. Laboratory Test Results Project Requirements Lime Treated Material Description: Tan Sandy Lean Clay Unified Soil Classification: CL Percent Passing 1'/"Sieve: 100 Minimum 100% Percent Passing 3/4"Sieve: 98 Minimum 85% Percent Passing No.4 Sieve: 89 Minimum 60% Percent Passing No.200 Sieve: 64.0 pH: 12.5 Minimum 12.4 Liquid Limit: 38 Plastic Limit: 25 Plasticity Index: 13 Less Than 18 Comments: Sample meets project specifications. (See Report No. 1-B for Proctor Curve) Copies To: Mr.Jeff Robertson,P. E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering,Inc. 2 COMPACTION TEST REPORT 90 127.3%. :8.5 pc i • 88 • • 86 ZAV for a Sp.G. = >; 2.67 •Fi) c a) 84 • 82 80 20 22.5 25 27.5 30 32.5 35 Water content, % Test specification: ASTM D 698- 12 Method A Standard Elev/ Classification Nat. % > % < Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 Subgrade CL 46 16 50.2 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density= 88.5 pcf Lime Treated Optimum moisture=27.3 % Brown&Tan Sandy Lean Clay Project No. 55014 Client: CATHEY HOMES Remarks: Project: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST Date Sampled: 1/29/15 SUBDIVISION;COLLEGE STATION,BRAZOS COUNTY,TEXAS o Location: Crestmont Drive at Station 12+00,Centerline Lab No.33 CME Testing and Engineering, Inc. College Station, TX Report No. 1-A COMPACTION TEST REPORT 90 ZAV for Sp.G. = 2.67 88 125.3°o. •6.4 pc, 86 • U d N T � 84 • 82 • 80 17.5 20 22.5 25 27.5 30 32.5 Water content, % Test specification: ASTM D 698- 12 Method A Standard Elev/ Classification Nat. % > % < Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 Subgrade CL 38 13 64.0 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density= 86.4 pcf Lime Treated Optimum moisture= 25.3 % Tan Sandy Lean Clay Project No. 55014 Client: CATHEY HOMES Remarks: Project: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST Date Sampled: 1/29/15 SUBDIVISION;COLLEGE STATION,BRAZOS COUNTY,TEXAS o Location: Crestmont Drive at Station 14+00,Centerline Lab No.34 CME Testing and Engineering, Inc. College Station, TX Report No. 1-B CME TESTING AND ENGINEERING, INC. 320 GRNHAM ROAD • COLt E<.E SI:xrror',TEXAS 77845 979.690.3600 Client: Mr. Blake Cathey Report Date: 2/3/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 2 P.O.Box 9517 College Station,TX 77845 PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS LIME TREATED SUBGRADE SOIL SAMPLES Date: 1/30/15 Arrival Time: 3:05 PM Requested By: Mr.Alfonso Guillen,B.V.S.Construction,Inc. Sample Obtained By: Joe DeCoste Time Charge: 1.0 Hour No.of Samples Collected: 2 Sample No.: 1 of 2 Lab No.: 36 Location Sample was Obtained from: Crestmont Drive at Station 16+67, 5' Left of Centerline. Laboratory Test Results Project Requirements Lime Treated Material Description: Tan Clayey Sand Unified Soil Classification: SC Percent Passing 1 3/e"Sieve: 100 Minimum 100% Percent Passing 3/4"Sieve: 98 Minimum 85% Percent Passing No.4 Sieve: 77 Minimum 60% Percent Passing No.200 Sieve: 30.1 pH: 12.7 Minimum 12.4 Liquid Limit: 34 Plastic Limit: 19 Plasticity Index: 15 Less Than 18 Comments• Sample meets project specifications. • (See Report No.2-A for Proctor Curve) CME TESTING AND ENGINEERING INC. Proposed Street&Utility Improvements Barron Crest Subdivision;College Station,Brazos County,Texas Report No.2—Lime Treated Subgrade Soil Samples Report February 3,2015 Sample No.: 2 of 2 Lab No.: 37 Location Sample was Obtained from: Crestmont Drive at Station 19+00,8'Left of Centerline. Laboratory Test Results Project Requirements Material Description: Lime Treated Brown&Tan Sandy Lean Clay Unified Soil Classification: CL Percent Passing 1 3/4"Sieve: 100 Minimum 100% Percent Passing 3/4"Sieve: 98 Minimum 85% Percent Passing No.4 Sieve: 66 Minimum 60% Percent Passing No.200 Sieve: 54.4 pH: 12.7 Minimum 12.4 Liquid Limit: 36 Plastic Limit: 25 Plasticity Index: 11 Less Than 18 Comments: Sample meets project specifications. (See Report No.2-B for Proctor Curve) Copies To: Mr.Jeff Robertson,P.E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering, Inc. 2 COMPACTION TEST REPORT 91.5 90 1257%, 89.5 pc( 7 '- --__.' --\\:) ZAV for Sp.G. _ 2.65 88.5 5 a c a) 13 0 87 85.5 84 20 22 24 26 28 30 32 Water content, % Test specification: ASTM D 698- 12 Method A Standard Elev/ Classification Nat. % > % < Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 Subgrade SC 34 15 30.1 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density= 89.5 pcf Lime Treated Optimum moisture=25.7 % Tan Clayey Sand Project No. 55014 Client: CATHEY HOMES Remarks: Project: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST Date Sampled: 1/30/15 SUBDIVISION;COLLEGE STATION,BRAZOS COUNTY,TEXAS o Location: Crestmont Drive at Station 16+67,5'Left of Centerline Lab No.36 CME Testing and Engineering, Inc. College Station, TX Report No. 2-A COMPACTION TEST REPORT 90 ZAV for Sp.G. = 2.67 88.5 125 7%, 87.6 pc! • 87 • 0 a > C °) - -O • 0 85.5 84 • 82.5 17.5 20 22.5 25 27.5 30 32.5 Water content, % Test specification: ASTM D 698- 12 Method A Standard Elev/ Classification Nat. % > % < Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 Subgrade CL 36 11 54.4 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density= 87.6 pcf Lime Treated Optimum moisture= 25.7% Brown&Tan Sandy Lean Clay Project No. 55014 Client: CATHEY HOMES Remarks: Project: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST Date Sampled: 1/30/15 SUBDIVISION;COLLEGE STATION,BRAZOS COUNTY,TEXAS o Location: Crestmont Drive at Station 19+00, 8'Left of Centerline Lab No.37 CME Testing and Engineering, Inc. College Station, TX Report No. 2-B CME TESTING AND ENGINEERING, INC. 320 GRAHAM • COI LEGE STATION,TEXAS 77845 979.690.3600 Client: Mr. Blake Cathey Report Date: 2/3/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 3 P.O. Box 9517 College Station,TX 77845 PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS FIELD DENSITY TESTS & LIME TREATED SUBGRADE DEPTH CHECKS REPORT Date: 2/3/15 Arrival Time: 1:00 PM Time Charge: 1.5 Hours Technician: Anthony Muzny Requested By: Mr.Alfonso Guillen,B.V.S. Construction,Inc. FIELD DENSITY TESTS PROCTOR TEST INFORMATION Proctor Maximum Dry Optimum Material Moisture Compaction Reference Density,pcf Moisture,% Test Method Description Specification Specification 1 88.5 27.3 ASTM D 698 Method A Lime Treated Opt.to+4% 98% Brown&Tan Sandy Lean Clay 2 86.4 25.3 ASTM D 698 Method A Lime Treated Opt.to+4% 98% Tan Sandy Lean Clay 3 89.5 25.7 ASTM D 698 Method A Lime Treated Opt.to+4% 98% Tan Clayey Sand 4 87.6 25.7 ASTM D 698 Method A Lime Treated Opt.to+4% 98% Brown&Tan Sandy Lean Clay FIELD MOISTURE&DENSITY TEST RESULTS Location of Proctor Test Dry Moisture Moisture Comp- Pass/ In-Place Test Reference Depth,in. Density,pcf Content,% Difference' action,% Fail LIME TREATED SUBGRADE FOR CRESTMONT DRIVE Station 11+00,6'Left of 1 6 88.5 27.4 0.1 100 Pass Centerline Station 13+00,7'Right of 1 6 88.1 27.7 0.4 100 Pass Centerline Station 15+00,5'Left of 2 6 87.8 29.0 3.7 102 Pass Centerline Station 17+00, 10'Right of 3 6 88.5 27.4 1.7 99 Pass Centerline Station 19+00,8'Left of 4 6 85.7 29.6 3.9 98 Pass Centerline Station 21+00,4'Right of 4 6 89.4 27.0 1.3 102 Pass Centerline CME TESTING AND ENGINEERING INC. Proposed Street&Utility Improvements Barron Crest Subdivision;College Station,Brazos County,Texas Report No.3—Field Density Tests and Lime Treated Subgrade Depth Checks Report February 3,2015 Notes: 1.Difference with respect to the optimum moisture content. General Notes: Some information on this test report provided by others. Testing and reporting was conducted in general accordance with ASTM method D 6938-10 2 CME TESTING AND ENGINEERING INC. Proposed Street&Utility Improvements Barron Crest Subdivision;College Station,Brazos County,Texas Report No.3—Field Density Tests and Lime Treated Subgrade Depth Checks Report February 3,2015 LIME TREATED SUBGRADE DEPTH CHECKS CRESTMONT DRIVE LIME DEPTH,(IN.) Station 11+00,6'Left of Centerline 8 Station 13+00,7'Right of Centerline 7'/2 Station 15+00,5'Left of Centerline 8'/4 Station 17+00, 10'Right of Centerline 8 3/4 Station 19+00,8'Left of Centerline 8 Station 21+00,4'Right of Centerline 8 '/2 Remarks: Mr.Alfonso Guillen(B.V.S. Construction,Inc.)was informed of field test results. Copies To: Mr.Jeff Robertson,P. E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering, Inc. 3 „sax..:.. CME TESTING AND ENGINEERING, INC. 324)GRAHAM ROAD • COLLEGE STATION,TEXAS 77845 . 979.690.3600 Client: Mr. Blake Cathey Report Date: 2/10/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 4 P.O. Box 9517 Technician: Juan Vasquez College Station,TX 77845 Arrival Time: 12:40 PM Time Charge: 1.5 Hours Requested By: Alfonso Guillen (B.V.S.Const.) PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS CONCRETE OBSERVATION & SAMPLING REPORT Date Sampled: February 9, 2015 No. of Sets Cast: 1 of 1 Sample Represents: Curb & Gutter along Crestmont Drive at Station 11+00, Left of Centerline Required Compressive Strength at 28 Days, (psi): 3,500 LABORATORY TEST DATA Sample Date Age Cross-sectional Maximum Compressive Identification No. Tested (Days) Area (in2.) Load (lbf.) Strength (psi.) BCDR 01 02/16/15 7 12.57 BCDR 02 03/09/15 28 12.57 BCDR 03 03/09/15 28 12.57 BCDR 04 Reserve 12.57 Note: Some information on this report provided by others. Testing and reporting was conducted in general accordance with the following applicable ASTM methods: C 31,C 39,C 138,C 143,C 231 &C 1064. FIELD TEST DATA Supplier: B.V.S.Construction Time Batched: 12:04 PM Air Content,(%): 3.0 Truck No.: 116 Time Sampled: 1:00 PM Unit Weight,(pcf): ND Ticket No.: 20727 Concrete Temp,(°F): 77 Sample Type: Cylinder Mix No.: 3/8 4000 Ambient Temp,(°F): 76 Sample Size: 4 in.dia. Accumulated Yards: 10 Slump: 1.25 Water Added on Site,(gal): 0 Weather: Partly Cloudy Field Contact: Mr. Israel Koite(City of College Station)was informed of field test results. Remarks: ND—Not Determined;NP—Not Provided;NA—Not Applicable Copies To: Mr.Jeff Robertson,P.E.,McClure&Browne Engineering/Surveying,Inc. CME Testing and Engineering,Inc. CME TESTING AND ENGINEERING, INC. 320 GRAHAM ROAD « Crrr z rt;r:SI; rioN,TEXAS 77845 « 979.690.3600 Client: Mr.Blake Cathey Report Date: 2/11/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 5 P.O.Box 9517 Technician: Jimmy Matcek College Station,TX 77845 Arrival Time: 12:20 PM Time Charge: 1.25 Hours Requested By: Alfonso Guillen (B.V.S.Const.) PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS CONCRETE OBSERVATION & SAMPLING REPORT Date Sampled: February 10, 2015 No. of Sets Cast: 1 of 1 Sample Represents: Paving for Crestmont Drive at Station 16+40, 25'Left of Centerline Required Compressive Strength at 28 Days, (psi): 3,500 LABORATORY TEST DATA Sample Date Age Cross-sectional Maximum Compressive Identification No. Tested (Days) Area (in2.) Load (lbf.) Strength (psi.) BCDR 05 02/17/15 7 12.57 BCDR 06 03/10/15 28 12.57 BCDR 07 03/10/15 28 12.57 BCDR 08 Reserve 12.57 Note: Some information on this report provided by others. Testing and reporting was conducted in general accordance with the following applicable ASTM methods: C 31,C 39,C 138,C 143,C 231 &C 1064. FIELD TEST DATA Supplier: B.V.S. Construction Time Batched: 11:37 AM Air Content,(%): 3.3 Truck No.: 116 Time Sampled: 12:30 PM Unit Weight,(pcf): ND Ticket No.: 20760 Concrete Temp,(°F): 62 Sample Type: Cylinder Mix No.: 1"3500 RF Ambient Temp,(°F): 72 Sample Size: 4 in.dia. Accumulated Yards: 10 Slump: 4.5 Water Added on Site,(gal): 0 Weather: Partly Cloudy Field Contact: Mr.Alfonso Guillen(B.V.S. Construction,Inc.)was informed of field test results. Remarks: ND—Not Determined;NP—Not Provided;NA—Not Applicable Copies To: Mr. Jeff Robertson,P.E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering,Inc. CME TESTING AND ENGINEERING, INC. 320 GRAHAM ROAD • COLLEGE ECE STArioN,TEXAS 77845 . 979.690.3600 Client: Mr. Blake Cathey Report Date: 2/12/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 6 P.O.Box 9517 Technician: Anthony Muzny College Station,TX 77845 Arrival Time: 10:00 AM Time Charge: 1.5 Hours Requested By: Alfonso Guillen (B.V.S.Const.) PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS CONCRETE OBSERVATION & SAMPLING REPORT Date Sampled: February 11, 2015 No. of Sets Cast: 1 of 1 Sample Represents: Curb & Gutter along Crestmont Drive at Station 20+70, Right of Centerline Required Compressive Strength at 28 Days, (psi): 3,500 LABORATORY TEST DATA Sample Date Age Cross-sectional Maximum Compressive Identification No. Tested (Days) Area(in2.) Load (lbf.) Strength (psi.) BCDR 09 02/18/15 7 12.57 BCDR 10 03/11/15 28 12.57 BCDR 11 03/11/15 28 12.57 BCDR 12 Reserve 12.57 Note: Some information on this report provided by others. Testing and reporting was conducted in general accordance with the following applicable ASTM methods: C 31,C 39,C 138,C 143,C 231 &C 1064. FIELD TEST DATA Supplier: B.V.S. Construction Time Batched: 10:13 AM Air Content,(%): 2.2 Truck No.: 115 Time Sampled: 10:55 AM Unit Weight,(pcf): ND Ticket No.: 20796 Concrete Temp,(°F): 74 Sample Type: Cylinder Mix No.: 3/8 4000 Ambient Temp,(°F): 72 Sample Size: 4 in.dia. Accumulated Yards: 20 Slump: 1.5 Water Added on Site,(gal): 0 Weather: Partly Cloudy Field Contact: Mr.Keith Tinker(City of College Station)was informed of field test results. Remarks: ND—Not Determined;NP—Not Provided;NA—Not Applicable Copies To: Mr. Jeff Robertson,P.E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering,Inc. CME TESTING AND ETGINEERING, INC. 320 GRAHAM ROAD • COLLEGE STATION,TEXAS 77845 . 979.690.3600 Client: Mr. Blake Cathey Report Date: 2/16/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 7 P.O. Box 9517 Technician: Juan Vasquez College Station,TX 77845 PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS CONCRETE COMPRESSIVE STRENGTH TEST REPORT Date Sampled: February 9, 2015 No. of Sets Cast: 1 of 1 Sample Represents: Curb & Gutter along Crestmont Drive at Station 11+00, Left of Centerline Required Compressive Strength at 28 Days, (psi): 3,500 LABORATORY TEST DATA Sample Date Age Cross-sectional Maximum Compressive Identification No. Tested (Days) Area (in2.) Load(lbf.) Strength (psi.) BCDR 01 02/16/15 7 12.57 72,850 5,800 BCDR 02 03/09/15 28 12.57 BCDR 03 03/09/15 28 12.57 BCDR 04 Reserve 12.57 Note: Some information on this report provided by others. Testing and reporting was conducted in general accordance with the following applicable ASTM methods: C 31,C 39,C 138,C 143,C 231 &C 1064. FIELD TEST DATA Supplier: B.V.S. Construction Time Batched: 12:04 PM Air Content,(%): 3.0 Truck No.: 116 Time Sampled: 1:00 PM Unit Weight,(pcf): ND Ticket No.: 20727 Concrete Temp,(°F): 77 Sample Type: Cylinder Mix No.: 3/8 4000 Ambient Temp,(°F): 76 Sample Size: 4 in.dia. Accumulated Yards: 10 Slump: 1.25 Water Added on Site,(gal): 0 Weather: Partly Cloudy Field Contact: Mr.Israel Koite(City of College Station)was informed of field test results. Remarks: ND—Not Determined;NP—Not Provided;NA—Not Applicable Copies To: Mr.Jeff Robertson,P. E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering,Inc. CME TESTING AND ENGINEERING, INC. 320 GRAHAM ROAD • COLLEGE STATION,TEXAS 77845 . 979.690.3600 Client: Mr.Blake Cathey Report Date: 2/17/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 8 P.O.Box 9517 Technician: Jimmy Matcek College Station,TX 77845 PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS CONCRETE COMPRESSIVE STRENGTH TEST REPORT Date Sampled: February 10, 2015 No. of Sets Cast: 1 of 1 Sample Represents: Paving for Crestmont Drive at Station 16+40, 25'Left of Centerline Required Compressive Strength at 28 Days, (psi): 3,500 LABORATORY TEST DATA Sample Date Age Cross-sectional Maximum Compressive Identification No. Tested (Days) Area (in2.) Load (lbf.) Strength (psi.) BCDR 05 02/17/15 7 12.57 36,670 2,920 BCDR 06 03/10/15 28 12.57 BCDR 07 03/10/15 28 12.57 BCDR 08 Reserve 12.57 Note: Some information on this report provided by others. Testing and reporting was conducted in general accordance with the following applicable ASTM methods: C 31,C 39,C 138,C 143,C 231 &C 1064. FIELD TEST DATA Supplier: B.V.S.Construction Time Batched: 11:37 AM Air Content,(%): 3.3 Truck No.: 116 Time Sampled: 12:30 PM Unit Weight,(pcf): ND Ticket No.: 20760 Concrete Temp,(°F): 62 Sample Type: Cylinder Mix No.: 1"3500 RF Ambient Temp,(°F): 72 Sample Size: 4 in. dia. Accumulated Yards: 10 Slump: 4.5 Water Added on Site,(gal): 0 Weather: Partly Cloudy Field Contact: Mr.Alfonso Guillen(B.V.S.Construction,Inc.)was informed of field test results. Remarks: ND—Not Determined;NP—Not Provided;NA—Not Applicable Copies To: Mr.Jeff Robertson,P.E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering,Inc. CME TESTING AND ENGINEERING, .INC. 320 GRAMM 19 RoAD • Cou.Ecc:STm'rio ,TEXAS 77845 . 979.690.3600 Client: Mr. Blake Cathey Report Date: 2/18/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 9 P.O. Box 9517 Technician: Anthony Muzny College Station,TX 77845 PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS CONCRETE COMPRESSIVE STRENGTH TEST REPORT Date Sampled: February 11, 2015 No. of Sets Cast: 1 of 1 Sample Represents: Curb & Gutter along Crestmont Drive at Station 20+70, Right of Centerline Required Compressive Strength at 28 Days, (psi): 3,500 LABORATORY TEST DATA Sample Date Age Cross-sectional Maximum Compressive Identification No. Tested (Days) Area (in2.) Load (lbf.) Strength (psi.) BCDR 09 02/18/15 7 12.57 64,720 5,150 BCDR 10 03/11/15 28 12.57 BCDR 11 03/11/15 28 12.57 BCDR 12 Reserve 12.57 Note: Some information on this report provided by others. Testing and reporting was conducted in general accordance with the following applicable ASTM methods: C 31,C 39,C 138,C 143,C 231 &C 1064. FIELD TEST DATA Supplier: B.V.S. Construction Time Batched: 10:13 AM Air Content,(%): 2.2 Truck No.: 115 Time Sampled: 10:55 AM Unit Weight,(pcf): ND Ticket No.: 20796 Concrete Temp,(°F): 74 Sample Type: Cylinder Mix No.: 3/8 4000 Ambient Temp,(°F): 72 Sample Size: 4 in.dia. Accumulated Yards: 20 Slump: 1.5 Water Added on Site,(gal): 0 Weather: Partly Cloudy Field Contact: Mr.Keith Tinker(City of College Station)was informed of field test results. Remarks: ND—Not Determined;NP—Not Provided;NA—Not Applicable Copies To: Mr.Jeff Robertson,P. E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering,Inc. CME TESTING AND ENGINEERING, INC• 320 GRAHAM ROAD) • COLLEGE STATION,TEXAS 77845 • 979.690.3600 Client: Mr.Blake Cathey Report Date: 2/27/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 10 P.O.Box 9517 Technician: Jimmy Matcek College Station,TX 77845 Arrival Time: 1:15 PM Time Charge: 2.0 Hours Requested By: Alfonso Guillen (B.V.S.Const.) PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS CONCRETE OBSERVATION & SAMPLING REPORT Date Sampled: February 26, 2015 No. of Sets Cast: 1 of 1 Sample Represents: Sidewalk along Crestmont Drive at Station 20+00,Left of Centerline Required Compressive Strength at 28 Days, (psi): 3,000 LABORATORY TEST DATA Sample Date Age Cross-sectional Maximum Compressive Identification No. Tested (Days) Area (in'.) Load (lbf.) Strength (psi.) BCDR 13 03/05/15 7 12.57 BCDR 14 03/26/15 28 12.57 BCDR 15 03/26/15 28 12.57 BCDR 16 Reserve 12.57 Note: Some information on this report provided by others. Testing and reporting was conducted in general accordance with the following applicable ASTM methods: C 31,C 39,C 138,C 143,C 231 &C 1064. FIELD TEST DATA Supplier: B.V.S.Construction Time Batched: 1:41 PM Air Content,(%): ND Truck No.: 88 Time Sampled: 2:35 PM Unit Weight,(pcf): ND Ticket No.: 21139 Concrete Temp,(°F): 49 Sample Type: Cylinder Mix No.: 1"3000 RF Ambient Temp,(°F): 43 Sample Size: 4 in.dia. Accumulated Yards: 10 Slump: 3.0 Water Added on Site,(gal): 0 Weather: Partly Cloudy Field Contact: Mr. Alfonso Guillen(B.V.S.Construction,Inc.)was informed of field test results. Remarks: ND—Not Determined;NP—Not Provided;NA—Not Applicable Copies To: Mr.Jeff Robertson,P.E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering,Inc. CME TESTING AND ENGINEERING, INC. 320 GRAHAM ROAD • C011 LOT.;SIATIONi,TEXAS 77845 • 979.690.3600 Client: Mr. Blake Cathey Report Date: 3/4/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 11 P.O. Box 9517 Technician: Jimmy Matcek College Station,TX 77845 Arrival Time: 10:45 AM Time Charge: 1.5 Hours Requested By: Alfonso Guillen (B.V.S.Const.) PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS CONCRETE OBSERVATION & SAMPLING REPORT Date Sampled: March 3, 2015 No. of Sets Cast: 1 of 1 Sample Represents: Sidewalk along Crestmont Drive at Station 12+80, Right of Centerline Required Compressive Strength at 28 Days, (psi): 3,000 LABORATORY TEST DATA Sample Date Age Cross-sectional Maximum Compressive Identification No. Tested (Days) Area (in2.) Load (lbf.) Strength (psi.) BCDR 17 03/10/15 7 12.57 BCDR 18 03/31/15 28 12.57 BCDR 19 03/31/15 28 12.57 BCDR 20 Reserve 12.57 Note: Some information on this report provided by others. Testing and reporting was conducted in general accordance with the following applicable ASTM methods: C 31,C 39,C 138,C 143,C 231 &C 1064. FIELD TEST DATA Supplier: B.V.S. Construction Time Batched: 10:28 AM Air Content, (%): 2.8 Truck No.: 118 Time Sampled: 11:00 AM Unit Weight,(pcf): ND Ticket No.: 21240 Concrete Temp,(°F): 60 Sample Type: Cylinder Mix No.: 1"3000 RF Ambient Temp, (°F): 52 Sample Size: 4 in.dia. Accumulated Yards: 10 Slump: 4.75 Water Added on Site,(gal): 0 Weather: Partly Cloudy Field Contact: Mr.Alfonso Guillen(B.V.S.Construction,Inc.)was informed of field test results. Remarks: ND—Not Determined;NP—Not Provided;NA—Not Applicable Copies To: Mr.Jeff Robertson,P.E.,McClure&Browne Engineering/Surveying,Inc. CME Testing and Engineering,Inc. CME TESTING AND ENGINEERING, INC. 320 GRAHAM RoAl> . Cot LEGE STATION,TEXAS 77845 . 979.6903600 Client: Mr.Blake Cathey Report Date: 3/5/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 12 P.O.Box 9517 Technician: Jimmy Matcek College Station,TX 77845 PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS CONCRETE COMPRESSIVE STRENGTH TEST REPORT Date Sampled: February 26, 2015 No. of Sets Cast: 1 of 1 Sample Represents: Sidewalk along Crestmont Drive at Station 20+00, Left of Centerline Required Compressive Strength at 28 Days, (psi): 3,000 LABORATORY TEST DATA Sample Date Age Cross-sectional Maximum Compressive Identification No. Tested (Days) Area (in2.) Load(lbf.) Strength (psi.) BCDR 13 03/05/15 7 12.57 34,500 2,740 BCDR 14 03/26/15 28 12.57 BCDR 15 03/26/15 28 12.57 BCDR 16 Reserve 12.57 Note: Some information on this report provided by others. Testing and reporting was conducted in general accordance with the following applicable ASTM methods: C 31,C 39,C 138,C 143,C 231 &C 1064. FIELD TEST DATA Supplier: B.V.S. Construction Time Batched: 1:41 PM Air Content,(%): ND Truck No.: 88 Time Sampled: 2:35 PM Unit Weight,(pcf): ND Ticket No.: 21139 Concrete Temp,(°F): 49 Sample Type: Cylinder Mix No.: 1"3000 RF Ambient Temp,(°F): 43 Sample Size: 4 in.dia. Accumulated Yards: 10 Slump: 3.0 Water Added on Site,(gal): 0 Weather: Partly Cloudy Field Contact: Mr. Alfonso Guillen(B.V.S.Construction, Inc.)was informed of field test results. Remarks: ND—Not Determined;NP—Not Provided;NA—Not Applicable Copies To: Mr.Jeff Robertson,P. E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering,Inc. CME TESTING AND ENGINEERING, INC. 320 GRAHAM ROAD • COLLEGE STATION.TEXAS 77845 . 979.690.3600 Client: Mr. Blake Cathey Report Date: 3/9/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 13 P.O.Box 9517 Technician: Juan Vasquez College Station,TX 77845 PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS CONCRETE COMPRESSIVE STRENGTH TEST REPORT Date Sampled: February 9, 2015 No. of Sets Cast: 1 of 1 Sample Represents: Curb & Gutter along Crestmont Drive at Station 11+00, Left of Centerline Required Compressive Strength at 28 Days, (psi): 3,500 LABORATORY TEST DATA Sample Date Age Cross-sectional Maximum Compressive Identification No. Tested (Days) Area (in`.) Load (lbf.) Strength (psi.) BCDR 01 02/16/15 7 12.57 72,850 5,800 BCDR 02 03/09/15 28 12.57 87,240 6,940 BCDR 03 03/09/15 28 12.57 85,290 6,790 BCDR 04 Reserve 12.57 Note: Some information on this report provided by others. Testing and reporting was conducted in general accordance with the following applicable ASTM methods: C 31,C 39,C 138,C 143,C 231 &C 1064. FIELD TEST DATA Supplier: B.V.S. Construction Time Batched: 12:04 PM Air Content, (%): 3.0 Truck No.: 116 Time Sampled: 1:00 PM Unit Weight,(pcf): ND Ticket No.: 20727 Concrete Temp,(°F): 77 Sample Type: Cylinder Mix No.: 3/8 4000 Ambient Temp,(°F): 76 Sample Size: 4 in.dia. Accumulated Yards: 10 Slump: 1.25 Water Added on Site,(gal): 0 Weather: Partly Cloudy Field Contact: Mr. Israel Koite(City of College Station)was informed of field test results. Remarks: ND—Not Determined;NP—Not Provided;NA—Not Applicable Copies To: Mr.Jeff Robertson,P.E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering,Inc. CME TESTING AND ENGINEERING, INC. 320 GRAHAM RorAD . Cot t EGF E STATION,TEXAS 77845 . 979.690.3600 Client: Mr. Blake Cathey Report Date: 3/10/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 14 P.O. Box 9517 Technician: Jimmy Matcek College Station,TX 77845 PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS CONCRETE COMPRESSIVE STRENGTH TEST REPORT Date Sampled: March 3, 2015 No. of Sets Cast: 1 of 1 Sample Represents: Sidewalk along Crestmont Drive at Station 12+80, Right of Centerline Required Compressive Strength at 28 Days, (psi): 3,000 LABORATORY TEST DATA Sample Date Age Cross-sectional Maximum Compressive Identification No. Tested (Days) Area (in'".) Load (lbf.) Strength (psi.) BCDR 17 03/10/15 7 12.57 24,100 1,920 BCDR 18 03/31/15 28 12.57 BCDR 19 03/31/15 28 12.57 BCDR 20 Reserve 12.57 Note: Some information on this report provided by others. Testing and reporting was conducted in general accordance with the following applicable ASTM methods: C 31,C 39,C 138,C 143,C 231 &C 1064. FIELD TEST DATA Supplier: B.V.S. Construction Time Batched: 10:28 AM Air Content,(%): 2.8 Truck No.: 118 Time Sampled: 11:00 AM Unit Weight,(pcf): ND Ticket No.: 21240 Concrete Temp,(°F): 60 Sample Type: Cylinder Mix No.: 1"3000 RF Ambient Temp,(°F): 52 Sample Size: 4 in. dia. Accumulated Yards: 10 Slump: 4.75 Water Added on Site,(gal): 0 Weather: Partly Cloudy Field Contact: Mr.Alfonso Guillen(B.V.S. Construction,Inc.)was informed of field test results. Remarks: ND—Not Determined;NP—Not Provided;NA—Not Applicable Copies To: Mr. Jeff Robertson,P. E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering, Inc. CME TESTING AND ENGINEERING, INC. 320 GRAHAM ROAI? . Cola EGE STATION,TEXAS 77845 . 979.690.3600 Client: Mr.Blake Cathey Report Date: 3/10/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 15 P.O. Box 9517 Technician: Jimmy Matcek College Station,TX 77845 PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS CONCRETE COMPRESSIVE STRENGTH TEST REPORT Date Sampled: February 10, 2015 No. of Sets Cast: 1 of 1 Sample Represents: Paving for Crestmont Drive at Station 16+40, 25'Left of Centerline Required Compressive Strength at 28 Days, (psi): 3,500 LABORATORY TEST DATA Sample Date Age Cross-sectional Maximum Compressive Identification No. Tested (Days) Area (in'.) Load (lbf.) Strength (psi.) BCDR 05 02/17/15 7 12.57 36,670 2,920 BCDR 06 03/10/15 28 12.57 52,260 4,160 BCDR 07 03/10/15 28 12.57 49,690 3,950 BCDR 08 Reserve 12.57 Note: Some information on this report provided by others. Testing and reporting was conducted in general accordance with the following applicable ASTM methods: C 31,C 39,C 138,C 143,C 231 &C 1064. FIELD TEST DATA Supplier: B.V.S. Construction Time Batched: 11:37 AM Air Content,(%): 3.3 Truck No.: 116 Time Sampled: 12:30 PM Unit Weight,(pcf): ND Ticket No.: 20760 Concrete Temp,(°F): 62 Sample Type: Cylinder Mix No.: 1"3500 RF Ambient Temp,(°F): 72 Sample Size: 4 in.dia. Accumulated Yards: 10 Slump: 4.5 Water Added on Site,(gal): 0 Weather: Partly Cloudy Field Contact: Mr. Alfonso Guillen(B.V.S.Construction,Inc.)was informed of field test results. Remarks: ND—Not Determined;NP—Not Provided;NA—Not Applicable Copies To: Mr.Jeff Robertson,P. E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering,Inc. CME TESTING AND ENGINEERING, INC. 320 GRAHAM Ron • COI I UAW STvTIoN, TEXAS 77845 . 979.6903600 Client: Mr.Blake Cathey Report Date: 3/11/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 16 P.O.Box 9517 Technician: Anthony Muzny College Station,TX 77845 PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS CONCRETE COMPRESSIVE STRENGTH TEST REPORT Date Sampled: February 11, 2015 No. of Sets Cast: 1 of 1 Sample Represents: Curb & Gutter along Crestmont Drive at Station 20+70, Right of Centerline Required Compressive Strength at 28 Days, (psi): 3,500 LABORATORY TEST DATA Sample Date Age Cross-sectional Maximum Compressive Identification No. Tested (Days) Area (in'.) Load (lbf.) Strength (psi.) BCDR 09 02/18/15 7 12.57 64,720 5,150 BCDR 10 03/11/15 28 12.57 80,270 6,390 BCDR 11 03/11/15 28 12.57 84,530 6,720 BCDR 12 Reserve 12.57 Note: Some information on this report provided by others. Testing and reporting was conducted in general accordance with the following applicable ASTM methods: C 31,C 39,C 138,C 143,C 231 &C 1064. FIELD TEST DATA Supplier: B.V.S. Construction Time Batched: 10:13 AM Air Content, (%): 2.2 Truck No.: 115 Time Sampled: 10:55 AM Unit Weight,(pcf): ND Ticket No.: 20796 Concrete Temp,(°F): 74 Sample Type: Cylinder Mix No.: 3/8 4000 Ambient Temp,(°F): 72 Sample Size: 4 in. dia. Accumulated Yards: 20 Slump: 1.5 Water Added on Site,(gal): 0 Weather: Partly Cloudy Field Contact: Mr.Keith Tinker(City of College Station)was informed of field test results. Remarks: ND—Not Determined;NP—Not Provided;NA—Not Applicable Copies To: Mr.Jeff Robertson,P.E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering,Inc. ,iro,. CME TESTING AND ENGINEERING, INC. 320 GRAIIAI4'ROAD • COLLEGE STATION.TtxAs 77845 • 979.690.3600 Client: Mr.Blake Cathey Report Date: 3/24/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 17 P.O.Box 9517 College Station,TX 77845 PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS PROPOSED CRUSHED LIMESTONE BASE SAMPLE REPORT Date: 3/19/15 Arrival Time: 2:00 PM Requested By: Mr.Wayne Huff, B.V.S.Construction,Inc. Sample Obtained By: Jimmy Matcek Time Charge: 0.75 Hour No.of Samples Collected: 1 Sample No.: 1 of 1 Lab No.: 107 Location Sample was Obtained from: Crestmont Drive at Station 14+50,5'Left of Centerline(Windrow). Gradation Results of Flexible Base Material SIEVE SIZE TEX-110-E B/CS Unified Specification Comment or (U.S.Standard Size) Cumulative Percent Section 32 11 14 o Remark Retained,(%) Cumulative Percent Retained,(/o) 13/4" 0 0 Meets Requirements. 7/8" 27 10-35 Meets Requirements. 3/8" 49 30-50 Meets Requirements. No.4 63 45-65 Meets Requirements. No.40 83 70-85 Meets Requirements. Summary of Classification Tests for Flexible Base Material Classification or TXDOT Measured B/CS Unified Specification Comment or Material Test Test Results Result Section 32 11 14 Remark Wet Ball Mill Value TEX-116—E 33 Maximum 40 Meets Requirements. Increase in Passing TEX-116—E 8 Maximum 20 Meets Requirements. No.40 Sieve Size Liquid Limit: TEX-104-E 21 Maximum 35 Meets Requirements. Plastic Limit: TEX-105-E 15 N/A ---- Plasticity Index: TEX-106-E 6 Not Less Than 4 Nor More Than 10 Meets Requirements. Comments: Based on the test results,the sample meets requirements for flexible base material. (See Report No. 17-A for Proctor Curve) Copies To: Mr.Jeff Robertson,P.E.,McClure&Browne Engineering/Surveying,Inc. CME Testing and Engineering,Inc. COMPACTION TEST REPORT 140 r 1%, 37.9 pct 137.5- 135 U 0 • T C Q) • 132.5 130 ZAV for Sp.G. = 2.80 127.5 0 2.5 5 7.5 10 12.5 15 Water content, % Test specification: ASTM D 1557- 12 Method C Modified Elev/ Classification Nat. % > % < Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 Windrow 21 6 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density= 137.9 pcf Tan Crushed Limestone Optimum moisture= 7.1 % Project No. 55014 Client: CATHEY HOMES Remarks: Project: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST Date Sampled: 3/19/15 SUBDIVISION;COLLEGE STATION,BRAZOS COUNTY,TEXAS o Location: Crestmont Drive at Station 14+50,5'Left of Centerline Lab No. 107 CME Testing and Engineering, Inc. College Station, TX Report No. I7-A CME TESTING AND ENGINEERING, INC. 320 CiR:xiiA 1 Rom> . Coni;E Sr:artoN,TEXAS 77845 979.690.3600 Client: Mr. Blake Cathey Report Date: 3/24/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 18 P.O.Box 9517 College Station,TX 77845 PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS FIELD DENSITY TESTS REPORT Date: 3/24/15 Arrival Time: 1:30 PM Time Charge: 1.25 Hours Technician: Anthony Muzny Requested By: Mr.Alfonso Guillen,B.V.S.Construction,Inc. PROCTOR TEST INFORMATION Proctor Maximum Dry Optimum Material Moisture Compaction Reference Density,pcf Moisture,% Test Method Description Specification Specification 1 137.9 7.1 ASTM D 1557 Method C Tan Crushed Opt.to+4% 95% Limestone FIELD MOISTURE&DENSITY TEST RESULTS Location of Proctor Test Dry Moisture Moisture Comp- Pass/ In-Place Test Reference Depth, in. Density,pcf Content,% Difference' action,% Fail BASE FOR CRESTMONT DRIVE Station 11+15,6'Right of 1 6 132.6 7.2 0.1 96 Pass Centerline Station 13+15,7'Left of 1 6 130.8 7.7 0.6 95 Pass Centerline Station 15+15,8'Right of 1 6 134.7 7.7 0.6 98 Pass Centerline Station 17+15,5'Left of 1 6 135.5 7.4 0.3 98 Pass Centerline Station 19+15,7'Right of 1 6 134.4 8.0 0.9 97 Pass Centerline Station 21+15,9'Left of 1 6 131.7 7.5 0.4 96 Pass Centerline Notes: 1.Difference with respect to the optimum moisture content. General Notes: Some information on this test report provided by others. Testing and reporting was conducted in general accordance with ASTM method D 6938-10. CME TESTING AND ENGINEERING INC. Proposed Street&Utility Improvements Barron Crest Subdivision;College Station,Brazos County,Texas Report No.18—Field Density Tests Report March 24,2015 Remarks: Mr.Alfonso Guillen(B.V.S.Construction,Inc.)was informed of field test results. Copies To: Mr.Jeff Robertson, P.E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering,Inc. 2 CME TESTING AND ENGINEERING, INC. 320 GRAHAM ROAD • COLLEGE STATION,TEXAS 77845 • 979.6903600 Client: Mr. Blake Cathey Report Date: 3/26/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 19 P.O.Box 9517 Technician: Jimmy Matcek College Station,TX 77845 PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS CONCRETE COMPRESSIVE STRENGTH TEST REPORT Date Sampled: February 26, 2015 No. of Sets Cast: 1 of 1 Sample Represents: Sidewalk along Crestmont Drive at Station 20+00, Left of Centerline Required Compressive Strength at 28 Days, (psi): 3,000 LABORATORY TEST DATA Sample Date Age Cross-sectional Maximum Compressive Identification No. Tested (Days) Area (in'`.) Load (lbf.) Strength (psi.) BCDR 13 03/05/15 7 12.57 34,500 2,740 BCDR 14 03/26/15 28 12.57 52,080 4,140 BCDR 15 03/26/15 28 12.57 53,220 4,230 BCDR 16 Reserve 12.57 Note: Some information on this report provided by others. Testing and reporting was conducted in general accordance with the following applicable ASTM methods: C 31,C 39,C 138,C 143,C 231 &C 1064. FIELD TEST DATA Supplier: B.V.S. Construction Time Batched: 1:41 PM Air Content, (%): ND Truck No.: 88 Time Sampled: 2:35 PM Unit Weight,(pcf): ND Ticket No.: 21139 Concrete Temp,(°F): 49 Sample Type: Cylinder Mix No.: 1"3000 RF Ambient Temp,(°F): 43 Sample Size: 4 in.dia. Accumulated Yards: 10 Slump: 3.0 Water Added on Site,(gal): 0 Weather: Partly Cloudy Field Contact: Mr.Alfonso Guillen(B.V.S. Construction, Inc.)was informed of field test results. Remarks: ND—Not Determined;NP—Not Provided;NA—Not Applicable Copies To: Mr.Jeff Robertson,P.E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering,Inc. CME TESTING AND ENGII' EERING, INC. 320 GRAHAM ROAD • Coia 1,:(1F STATION,TEXAS 77845 . 979.6903600 Client: Mr. Blake Cathey Report Date: 3/31/15 Cathey Homes Project No.: 55014 101 Grove Street Report No.: 20 P.O. Box 9517 Technician: Jimmy Matcek College Station,TX 77845 PROJECT: PROPOSED STREET&UTILITY IMPROVEMENTS BARRON CREST SUBDIVISION; COLLEGE STATION,BRAZOS COUNTY,TEXAS CONCRETE COMPRESSIVE STRENGTH TEST REPORT Date Sampled: March 3, 2015 No. of Sets Cast: 1 of 1 Sample Represents: Sidewalk along Crestmont Drive at Station 12+80, Right of Centerline Required Compressive Strength at 28 Days, (psi): 3,000 LABORATORY TEST DATA Sample Date Age Cross-sectional Maximum Compressive Identification No. Tested (Days) Area (in'.) Load (lbf.) Strength (psi.) BCDR 17 03/10/15 7 12.57 24,100 1,920 BCDR 18 03/31/15 28 12.57 36,590 2,910 BCDR 19 03/31/15 28 12.57 38,240 3,040 BCDR 20 Reserve 12.57 Note: Some information on this report provided by others. Testing and reporting was conducted in general accordance with the following applicable ASTM methods: C 31,C 39,C 138,C 143,C 231 &C 1064. FIELD TEST DATA Supplier: B.V.S.Construction Time Batched: 10:28 AM Air Content,(%): 2.8 Truck No.: 118 Time Sampled: 11:00 AM Unit Weight,(pcf): ND Ticket No.: 21240 Concrete Temp,(°F): 60 Sample Type: Cylinder Mix No.: 1"3000 RF Ambient Temp,(°F): 52 Sample Size: 4 in.dia. Accumulated Yards: 10 Slump: 4.75 Water Added on Site,(gal): 0 Weather: Partly Cloudy Field Contact: Mr. Alfonso Guillen(B.V.S. Construction,Inc.)was informed of field test results. Remarks: ND—Not Determined;NP—Not Provided;NA—Not Applicable Copies To: Mr.Jeff Robertson,P. E.,McClure&Browne Engineering/Surveying, Inc. CME Testing and Engineering,Inc.