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Home My WebLink AboutSP2002-500187 - Home Depot Site Visits (2002-2003)//:orash ~ ,~ Consulting ~ll Engineers, Inc. REPORT OF SITE VISIT P.O. Box 781208 •San Antonio. Texas 78278-1208 (210) 641-2 11 2 •Fax (210) 641-2124 Project: Home Depot Store University Drive at SH 6 College Station, Texas v'H . Terry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas , Texas 75234 Project N!!: 202Ml 113 Report N!!: 113-10 SITE VISIT ACTIVITIES Date of Service: 12-16-02 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Earthwork Activities Contractor: White Spunner Construction Arrived at Site: 7:00 am Construction Equipment on Site: Activities in Progress: (2) Excavators (3) Tractors with scraper attachments (2) Bulldozers ( 1) Pneumatic roller ( 1) Motor grader (1) Front-end roller (2) Sheepsfoot rollers Subcontractor: Kelly Burt Dozer • Building pad and south parking lot/driveway excavation underway. • Silt fence installation for erosion and sedimentation control partially complete. Some areas inaccessible due to standing water. • Clearing and grubbing completed at end of day on parking lot and driveway. • East and west section of building pad remains to be excavated to required elevation. • North section of building pad over excavated to remove saturated soil and aerate soil underneath . • Proofrolling in middle of pad at approximately 60'N and 150'E of SW comer of building pad revealed very soft spot. Soft spot excavated to remove organic debris (buried trees, limbs, and branches) resulting in a pit measuring approximately 15'wide x 25'long x 5' deep. rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by Ot.. rsonne l. They may not be representative or indic ative of apparently identical or similar materials that ma y be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm. DCE-T250 .FRM /I 0196 202Ml 113-32 Page 1 of2 //:orash ~ t~ Consulting ~~' Engineers, Inc. P.O. Box 781208 • San Anton io, Texas 78278-1208 (210) 641-2112 •Fax (210) 641-2124 Other Tests Performed (see attached reports) No S~mpled Materials for Lab Testing No Density Tests No Pier Installation Ob servation No Concrete Testing No Asphalt Testing No Other Photos Taken: Yes-Soft spot with organic material Left Site : 5 :45 pm Attachments: None Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J .G. Morgan, P .E . Bury+ Partners; Mr. Coy Armstrong, P.E White-Spunner; Mr. Mike Fitzgerald Kelly Burt Dozer; Mr. Kelly Burt Work Breakdown Off Site Work: 0 hours On Site Work: 11.5 hours Building Work: 0 hours rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by ,onnel. They may not be representative or indicative of apparently id entical or sim ilar materials that may be in the close proximity of the test or sample locations . This shall not be reproduced without written approval of our firm . DCE-T250.FRM/l0/96 202Ml 113-32 Page 2 of2 II-Drash ~ 7 Con su lt in g ~\\ En g ineers, Inc. REPORT OF SITE VISIT P.O. Box 781208 • Son Ant on io. Texas 78278-1208 (210) 641-2 112 •Fox (210) 641-2 124 Project: Home Depot Store Uni ve rsity Driv e at SH 6 College Station , Texas vu . Terry Mapes Home Depot USA, Inc . 2800 Forest Lane Dallas , Texas 75 23 4 Project N.!!: 202Ml 113 Report N.!!: 113-11 SITE VISIT ACTIVITIES Date of Service: 12-17-02 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Earthwork Activities Contractor: White Spunner Construction Arrived at Site: 6:45 am Construction Equipment on Site: Activities in Progress: (2) Excavators (3) Tractors with scraper attachments (2) Bulldozers (1) Pneumatic roller (1) Motorgrader (1) Front-end roller (2) Sheepsfoot rollers Subcontractor: Kelly Burt Dozer • Site grading on building pad and parking lot continues. • E xcavated area on building pad at approximately 60'N, 150 'E of SW comer was backfilled in 1 foot increments with competent soil , compacted and tested for density. • Notified by Chuck Gregory (DCE) to inform White -Spunner construction superintendent, Paul Lowe to suspend use of existing stockpile for fill until Coy Armstrong (with Bury + Partners) approves its use. • Vacant lot adjacent to west parking lot stripped of vegetation and topsoil to ex pose soil to be used as fill material for pavement. • Excavation of saturated soil from w estern section of building pad underway • Over excavated eastern section of parking lot backfilled to balance grade excavated material adjacent to west parking lot. Backfill is placed in eight-inch lifts , with each successi ve lifts tested . See corresponding tests. • East section of parking lot undergoing excavation to required grade. • Obtained additional 12 proctor samples from imported fill delivered by dump trucks. rts are for the excl usive use of the clie nt and distribu tion noted fo r th is particular project. Our reports represent on ly the samples taken an d locati ons tested or observed by o <'Son ne!. Th ey may not be re presentati ve or in dicative o f ap paren tl y id entical or s imil ar materials that may be in th e cl ose prox imi ty of the test or sam ple locati ons. This re po rt shall not be rep ro duced w ithout written a pproval of our fi nn . DCE-T250 .FRM /I0/96 202Mlll3-32 Page 1 of2 //-Jorash ~ Consulting ~~ Engineers, Inc. P.O. Box 781208 •San Anton io, Texas 78278-1208 (210) 641-2112 •Fax (210) 641-2124 Other Tests Performed (see attached reports) Yes Sampled Materials for Lab Testing Yes Density Tests (17) No Pier Installation Observation No Concrete Testing No Asphalt Testing No Other Photos Taken: Yes-Bum pit size and volume Informed Paul Lowe with WSC of observations and test results prior to leaving site . Left Site: 5 :45 pm Attachments: None Additional Report Copies: Work Breakdown (1) WD Partners ; Mr. Todd Sides Off Site Work: 0 hours (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler On Site Work: 11.5 hours (1 Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. Building Work: 0 hours ury +Partners; Mr. Coy Armstrong, P.E "White-Spunner ; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt 03/~9 Texas P.E. No. rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by o . ,sonnel. They may not be representative or indicative of ap parently identical or sim il ar materials that may be in the close proximity of the test or sample locations . This repo11 shall not be reproduced without written approval of our firm . DCE-T250.FRM/l 0196 202Ml 113-32 Page 2 of2 //:orash ~ l~ Consu lt in g ~\l Engin eers, Inc . P.O. Box 781208 • San Antonio. Texas 78278-1208 (2 10) 641-2112 • Fax (2 10) 641-2124 ferry Mapes Home Depot USA, Inc . 2800 Forest Lane Dallas, Texas 75234 IN-PLACE DENSITY TEST REPORT Project: Home Depot Store University Drive at SH 6 College Station , Texas Project N!!: 202Mll 13 Report N!!: 113-12 PROJECT INFORMATION AND TEST RESULTS Date of Service: 12-17-02 DCE Representative: Rey Centino Contractor: White -Spunner Construction Subcontractor: Kelly Burt Dozer Com(!action S[!ecifications Moisture/Density Relationshi[!s Percent of Moisture Optimum Maximum Compaction Maximum Content Moisture Density No. Materials Descri[!tion Standard Density Range % ill£fl 4 Tan Sandy Clay ASTMD 698 95 +1 to +5 22.0 93.0 7 Tan Sandy Clay ASTMD 698 95 +l to +5 15.0 107.5 1 Tan Sandy Clay ASTMD 698 95 +1 to +5 23 .0 96 .0 Report of tests on: Building Pad Non Select Fill and Pavement Subgrade Probe Depth: 6 inches Test Material Moisture Dry Density Percent No Test Location No. Content ill£fl Com[!action Backfill on Excavated Soft Spot 5 'N , 5 'E of SW Comer -1st Lift 4 23.3 90.5 97.3 S'S, lO 'W of NE Comer-2"ct Lift 4 24.9 8 8.8 95.5 lO 'S, S'W of NE Comer -3rd Lift 4 23.5 88.4 95.1 lO'N, 5 'E of SW Corner -4th Lift 4 24.9 90.6 97.4 lO 'N , 3'W ofSEComer -Final Lift 4 23.2 92 .4 99 .3 Parking Lot and Driveway 1 Subgrade 6 See Attached Map 4 23.4 92 .l 99.1 7 See Attached Map 4 25.7 90.5 97.4 8 See Attached Map 7 16 .2 105.0 97.6 9 See Attached Map 7 16.4 104.9 97.6 10 See Attached Map 7 17.3 106 .3 98.8 11 See Attached Map 7 16.3 104.5 97.2 12 See Attached Map 4 25 .1 89.0 95.7 13 See Attached Map 1 26.8 93.6 97 .5 Pavement Backfill, using Modified Subgrade , 1st Lift 14 See Attached Map 4 26.7 92.9 99.9 15 See Attached Map 1 27.4 91.9 95.7 16 See Attached Map 1 24.2 98.8 100+ 17 See Attached Map 1 27.0 91.5 95 .3 orts are for the exclus ive use of the cl ie nt and dis tribu tion noted fo r th is part icu lar project. Our re ports re present onl y the samples taken and loca ti ons tes ted or ob served personne l. Th ey m ay not be re presentative or ind icati ve of apparently id entica l or sim ilar materia ls that may be in th e clos e prox imity of the test or sa mple lo cations . This re po rt sha ll not be re produced wi thout written a pprova l of our firm . 202M1113-12 Page 1of2 //:orash ~ t~ Consulting ~l' Engineers, Inc. P.O. Box 78 1208 • So n A n toni o, Texas 78278-1208 (210) 64 1-21 12 •Fox (210) 64 1-2124 Remarks: The above tests meet project specifications. Test Method: Nuclear Gauge ASTM D 2922, D 3017 Additional Report Copies: (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) WD Partners ; Mr. Todd Sides (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners ; Mr. Coy Armstrong, P.E (1) White-Spunner ; Mr. Mike Fitzgerald Drash Consulting Engineers, Inc. Re ove DCB Engineer Texas P.E. No. orts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the sample s taken and locations tested or observed personnel. They may not be representative or indicative of apparently identical or similar materials that m ay be in the close proximity of the te st or sam ple locations . This cpurt shall not be reproduced without written approval of our firm . 202M1113-12 Page 2 of2 .O f IA •lf;O.; I I .:,;.;. A C.Ill'~ n {. v J 3 D .... .... .... 3 IV :n f) :n :J N D CD ..... (.) Q) Q I OfFIC[ Pt<C . •• .. •!:o.k THE HOME DEPOT 95,064 SF H/F WULrf lti\t:STl•EMTS . LlD ll . .t'l ACRC l flACT Vl'l7 ft47 GARDEN CENTER 24,240 SF ' -H 1 :r~~~rtf~m-•~~~~ '' I 0 I: 0 I I ..... •. ' J ;.>',~: - -L--------.. 0 SCA L E : 1 .. t...lif !C.. t h 11·:~ 1 100' .1 u ';'.i;! ,.,,.h:-:. :. 10 ' P.11 £ .Jti6J /JIJ ~· .-, :.: '·· //:orash ~ '~ Con sultin g ~' Engin e ers , In c . P 0. Box 78 1208 • San An t onio. Texas 78278-1208 (210)641-2 112 • Fax(210)641-2124 erry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 REPORT OF SITE VISIT Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N.!!: 202Ml 113 Report N.!!: 113-25 SITE VISIT ACTIVITIES Date of Service: 12-17-02 DCE Representative: Chuck A. Gregory, P.E. Purpose of Site Visit: Check status of sitework operations and discuss Geotechnical Recommendations with DCE Technician . Architects: WD Partners Contractor: White Spunner Engineer: Bury+ Partners Subcontractor: Kelly Burt Dozer Individuals Present: Reynaldo Centino with Drash Consulting Engineers (DCE) Arrived at Site: 3:45 pm On December 17, 2002, one of our technical representatives visited the above referenced site. The following items were observed or discussed: Reviewed geotechnical recommendations for the project with DCE representative. Observed earthwork operations being performed by sitework contractor. Left Site: 5:30 pm Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt 0,Y~B Texas P.E. No. Our reports are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by our personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm . DCE-T250 .FRM /l 0/96 //:orash ~ i• Consulting ~\' Engineers, Inc. REPORT OF SITE VISIT P.O. Box 78 1208 • San A nton io, Tex a s 78278-1208 (21 0) 641-2112 •Fax (210) 641 -2124 Project: Home Depot Store University Drive at SH 6 College Station, Texas erry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 Project N2 : 202Ml 113 Report N2 : 113-28 SITE VISIT ACTIVITIES Date of Service: 12-19-02 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Arrived at Site: 6:45 am Construction Equipment on Site: (2) Bulldozers (2) Excavators ( 1) Pneumatic roller (1) Dump Truck (1) Motorgrader (2) Sheepsfoot roller (3) Tractors with scraper attachments (1) Front-end roller Activities in Progress: Subcontractor: Kelly Burt Dozer • Heavy overnight precipitation hinders earthwork operations; excavation and removal of unsuitable material from NW Comer of building pad continues . • Site grading of main driveway to store underway. • Surface soil on parking lot scraped with bulldozers to aerate saturated soil • Dewatering of ponded water from building pad by use of trenches to direct water away from building. • Fill material placed on building pad 12-18-02 spread to aerate excessive moisture. • Excavation and removal of wet soil from NW comer of building pad complete. Surface layer in exposed subgrade to aerate. Exposed layer reveals competent soil. • Remnants of bum pit unearthed during excavation on parking lot in front of store. Bum pit consists of tree trunks, limbs and branches. No standing water noted however, bum pit is considerable in size. Paul Lowe with White- Spunner Construction notified via telephone. Paul Lowe with White-Spunner Construction authorizes excavation and removal. • Site grading on building pad continues eastward. • Fill material placed on overexcavated NW comer of building pad. rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by onnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . Th is report shall not be reproduced without written approval of our finn. DCE-T250 .FRM /10/96 202Ml l 13-28 Page 1of2 II-Dr ash ~ 7 C o n sulting ~\\ Engineers, Inc. P.O. Box 781208 •San Anton io. Texas 78278-1208 (2 10) 641-21 12 •Fax (2 10) 641-2124 ,t Tests Performed (see attached reports) 0 Sampled Materials for Lab Testing 0 Density Tests 0 Pier Installation Observation 0 Concrete Testing 0 Asphalt Testing 0 Other Photos Taken: Yes To show effects of over night precipitation on project site . Informed Paul Lowe with White Spunner Construction of observations and tests results before leaving site. Left Site: 6 :15 pm Attachments: Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P .E. (1) Bury+ Partners ; Mr. Coy Armstrong, P.E .white-Spunner; Mr. Mike Fitzgerald C.elly Burt Dozer; Mr. Kelly Burt i r"'City of College Station ; Mr. Spencer G. Thompson, Jr. (1) City of College Station; Mr. Lance Simms, CBO Drash Consulting Engineers, Inc. Work Breakdown Off Site Work: 0 hours On Site Work: 11.5 hours Building Work: 0 hours Texas P .E . No . ts are for the excl usive use of the client and distribution noted fo r this particular project. Our re ports represent only the samples ta ke n and loc ations tes te d or observ ed by ,onne l. They may not be repre senta tive or indicati ve of apparently identical or similar mat erials that may be in the close proximity of the test or samp le locat ion s . This report shall not be reprod uced without written approval of our fi rm . DCE-T250 .FRM /10/96 202Ml 113-28 Page 2 of 2 THE HOME DEPOT 95,064 SF N/F Y>Vt f E IN'<\:5TIA(NIS ll 49 ACR( 1H•C:t'°TO . VJ<l7 F97 GARDEN CENTER 24,240 SF -------- ---::-:-~---r ··-·- . = 100' SCALE · 1" LO r t {J i~! I J::n 1 .! t;;.c ,£~.it: .. ) ,, .. , .:::.:.; ~-· / 0 (I) 0 I\) 0 0 I\) 0 CD .. 0 I\) QI E ..... ..... ..... 0 E 0 QI 'F lll ,..... CD ...J CD CD ~ en I ~ ..... en w //:orash ~ t~ Con sulti n g ~l' En gineers, Inc. REPORT OF SITE VISIT P.O. Box 781208 •Son Anton io. Texas 78278-1208 (2 10) 641-21 12 •Fox (210) 641-2124 Project: Home Depot Store Uni versity Dri ve at SH 6 College Station , Texas ~·. Terry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas , Texas 75234 Project NQ: 202Ml 113 Report NQ: 113-29 SITE VISIT ACTIVITIES Date of Service: 12-20-02 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Subcontractor: Kelly Burt Dozer Arrived at Site: 6 :45 am Construction Equipment on Site: Activities in Progress: (2) (3) (2) (1) (1) (1) (2) Excavators Tractors with scraper attachments Bulldozers Pneumatic roller Motor grader Front-end roller Sheepsfoot rollers • Excavation and remov al of organic debris from bum pit, front of store • Dewatering, excavation and removal of saturated soil from N central section of building pad. Excavation and removal confined near elevation of 263 . 5 ' • Backfill and compaction on NW comer of building pad backfilled in one foot increments ; backfilled to balance grade of 263 .5 ' consecutive lifts te sted for density. • Main roadway to store continues to be excavated to required grade • Site stripping of vegetation on Eastern section of building pad and parking lot • Excavation and removal of organic debris from bum pit in front of store was suspended due to increasing size rt s are for the excl usive us e of the clie nt and di strib utio n noted fo r th is particular proj ec t. Our re ports represen t onl y the samp les taken and locatio ns tested or ob served by son nel. Th ey may not be repre sen tat ive or ind icat ive of app arentl y id en tic al or si milar mater ial s th at may be in the cl os e prox im ity of the te st or sa mpl e location s. This re po rt shall not be reprodu ced withou t written approval of our fi rm . DCE-T2 50 .FR M/10/96 202Ml 113-29 Page 1of3 //=.orash ~ t~ Consulting ~~' Engineers, In c . P O . Box 78 1208 •San Antonio, Texas 78278-1208 (2 10) 641-21 12 •Fa x (210) 641-2124 • Conferred with Chuck Gregory, P .E . (DCE) of concern by sub-contractor and contractor that over excavation of large volume of saturated soils from building pad's N central section and East word is getting prohibitive. Paul Lowe (W-SC) contacted Terry Mapes (Home Depot U .S.A.) and let him know of the situation. Terry Mapes advised DCE to send out a professional Engineer to assess the situation and advise on the most economical course(s) of action in which to proceed. • Backfill on building pad bearing competent soil continues with placement of excavated material from adjacent lot West of parking lot • Removal of stockpile excavated material from central section of parking lot • Spencer Higgs, P .E. arrived on site and was briefed on problematic areas and conditions encountered during construction. Paul Lowe (W-SC), Kelley Burt (KBD), Robert Krupa (KBD), and DCE Technician, Rey Centino discussed avenues of approach with Spencer Higgs on the best way to continue with construction operations in an effective, yet economically feasible method to complete building pad and parking lot. • Suggested methods of Spencer Higgs were: Aggressive dewatering systems to include: pumping out standing water on remaining sections of building pad; creating more channels or trenches and creating sump pits where water can be diverted toward sump pump and be pumped out.; Remove Yz portion of semi-competent layer layer of soil, fill with gravel, place geogrid, and backfill with dryer material to "bridge" over to more competent material; To continue over-excavation to reach competent soil and remove deleterious material away from jobsite . • Spencer Higgs requested Kelly Burt to provide cost analysis on continuing over excavation and hand off vs. placement of grid, rock, and fill material to provide stable foundation for building pad. • Bum pit issue, front of store : exploratory vertical and horizontal excavation to determine extent and reach of organic debris for control and removal of debris for stable foundation. • Chuck Gregory suggested geogrid representative to be available on-site to assess and provide additional methods in order to resolve issue. • Terry Mapes advised by DCE to see first-hand problems encountered, and to authorize ways and means to continue the project. Other Tests Performed (see attached reports) No Sampled Materials for Lab Testing Yes Density Tests No Pier Installation Observation No Concrete Testing No Asphalt Testing No Other Photos Taken: Yes Informed Paul Lowe with W-SC of observations and tests results before leaving site. Left Site: 4:45 pm ts are for the exclusive use of the client and distribution noted for this particular project . Our reports repre se nt only the samples taken and locations tested or observed by o onnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations. This report shall not be reproduced without written approval of our firm. DCE-T250 .FRM /10/96 202Ml 113-29 Page 2 of3 //:orash ~ ti Consulting ~l Engineers, Inc. P.O. Box 781208 • San Antonio. Texas 78278-1208 (210) 641-2112 •Fax (2 10) 641-2124 Attachments Additional Report Copies: (I) WD Partners; Mr. Todd Sides (I) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P .E. (1) Bury+ Partners ; Mr. Coy Armstrong, P.E (I) White-Spunner; Mr. Mike Fitzgerald Drash Consulting Engineers, Inc. Work Breakdown Off Site Work: 0 hours On Site Work: 11.5 hours Building Work: 0 hours &3/c/8' Texas P.E. No. 11s are for the exclusive use of the client and distribution noted for this particu lar project. Our reports represent only the samples taken and locations tested or observed by ,onne l. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of th e test or sample locations . This report shall not be reproduced without written approval of our finn. DCE-T250 .FRM/10/96 202Ml 113-29 Page 3 of3 //:orash IN-PLACE ~ \\Con sulti n g ~l Engi neers, Inc. DENSITY TEST REPORT P.O. Box 78 1208 • San Antonio. Texas 78278-1208 (2 10) 641-2 11 2 •Fax (210) 64 1-2 124 ferry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas , Texas 75234 Project: Home Depot Store University Dri ve at SH 6 College Station , Texas Project NQ: 202Mll 13 Report NQ: 113-30 PROJECT INFORMATION AND TEST RESULTS Date of Service: 12-20-02 DCE Representative: Contractor: White Spunner Construction Subcontractor: Compaction Specifications No. Materials Description 4 Tan Sandy Clay 6 Grey Brown Sandy Clay 7 Tan Sandy Clay Compaction Standard ASTMD 698 ASTMD 698 ASTMD 698 Percent of Moisture Maximum Content Density Range 95 +1 to +5 95 + 1 to +5 95 +1 to +5 Report of tests on: Building Pad Subgrade, Non Select Fill Test Material Moisture No Test Location No. Content Rey Centino Kelly Burt Dozer Moisture/Density Relationships Optimum Maximum Moisture Density % fP£!} 22.0 93.0 15.5 106 .5 15.0 107 .0 Probe Depth: 6 inches Dry Density Percent ill£fl Compaction Building Pad Backfill, Building Pad, Sub-Subgrade Level, NW Section 2' Below Sub grade See Attached Map See Attached Map 24 See Attached Map 1' Below Subgrade 25 See Attached Map 26 See Attached Map 27 See Attached Map Remarks: The above tests meet project specifications. Test Method: Nuclear Gauge ASTM D 2922, D 3017 Additional Report Copies: (1) WD Partners ; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J .G . Morgan, P.E. (1) Bury+ Partners ; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt Drash Consulting Engineers, Inc. 6 17.6 103.9 97 .6 4 24 .9 89.4 96.2 4 23 .2 90.6 97.4 7 16.2 101.8 95.1 7 18.3 103.1 96.4 7 18 .7 102 .0 95.3 &>/~§ Texas P .E. No. Our re port s are for th e ex clu s ive use of the client and dis tributi on noted for this parti cul ar project. Ou r reports re present only the sa mpl es taken and location s tes ted or ob served by our perso nn el. Th ey may not be representative or indic ati ve of app arently identi cal or simil ar mater ials that may be in the clos e pro xi mit y of th e test or sampl e locations . Thi s report shall not be repro duc ed withou t written approval of our firm . IA K ; A (.U(~ I i I I ~' f I i: I I I I I: I: I I • '' 1~ I I =..:------l1:. ·- THE N/f V.VlfE INV\::SUJENTS ll .49 ACRE lRACll.TO . VJ417 pg7 GARDEN CENTER 24,240 SF --·------- SCALE : 1" 100' L(H 10 Bl OCi< 1 .5 o~.a 11.\.1k::, '" --··· ..... --· •·.• .. II-Drash ~ 7 Consulting ~\\ Engineers, Inc. P.O. Box 78 1208 • Son Anto ni o, Texas 78278-1208 (2 10) 641-21 12 •Fox (2 10) 641-2124 u,. Terry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 REPORT OF SITE VISIT Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N2 : 202Mll 13 Report N2 : 113-31 SITE VISIT ACTIVITIES Date of Service: 12-20-02 DCE Representative: Spencer Higgs, P.E. Purpose of Site Visit: To address the following items presented below in regard to the earthwork operations for the above noted project. On December 20, 2002, one of our technical representatives visited the above referenced site. The following items were observed or discussed: • "Pit" of "fill" area located outside of storefront in proposed pavement area. Overall site drainage during construction area. Saturated and very soft subgrade in proposed building area. Possible subgrade remediation/modifications to expedite construction. • Scheduling and planning of future meetings to further address these items. Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms . Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt Drash Consulting Engineers, Inc. Texas P.E. No. Our reports are for thee c sive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by our personnel. They may not be representati ve or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm . · DCE-T250.FRM /10/96 II-Drash ~ 7 Consul t in g ~\\ Enginee rs, Inc . REPORT OF SITE VISIT P.O. Box 781208 • San Antonio. Texas 78278-1208 (2 10) 64 1-2 11 2 •Fax (210) 641-2124 Project: Home Depot Store Uni ver sity Drive at SH 6 Coll ege Station , Texas -·. Terry Mapes Home D epot US A, Inc. 2 800 Forest Lane Dallas , Texas 75 23 4 Project N2 : 202Ml 11 3 Report N2 : 113 -32 SITE VISIT ACTIVITIES Date of Service: 12-21-02 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activi ties and Perform Appropriate Tests Contractor: White Spunner Construction Subcontractor: Kelly Burt Dozer Arrived at Site: 6:45 am Construction Equipment on Site: Activities in Progress: (2) Excavators (3) Tractors with scraper attachments (2) Bulldozers (1) Pneumatic roller (1) Motorgrader (1) Front-end roller (1) Dump truck (2) Sheep sfoot rollers Bum Pit-temporarily backfilled Removed stockpiled soil from central section of parking lot. Placement of fill material on parking lot-East section Clayey sand fill planned on West parking lot Density tests on main drive way -see attached Placement of fill on East section of building pad and garden center , excluding North ern section Site grading , building pad to subgrade level of 263.5 ' Density tests on building pad, sub grade , 151 100 ' from NW Comer rts are fo r the excl usive use of the cl ient and distr ibu tio n noted fo r thi s particular proj ect. Our reports re present onl y the sam pl es take n and locat ions tested or observed by ,;onne l. They may not be representative or ind icati ve of a pparently id en ti ca l or sim il ar materia ls that may be in th e c los e proxi mi ty of the test o r sample loc ation s. This report shall not be re produced w ithout written ap p rova l of our firm . DCE-T250 .FRM/I 0/96 202Ml 113-32 Page 1 of2 //:orash ~ t~ Consulting ~\\ Engineers, Inc. P.O. Box 78 1208 •San A nto ni o, Texas 78278-1208 (2 10) 641-2 11 2 •Fax (210) 641-2124 ·~·.:r Tests Performed (see attached reports) x2 Sampled Materials for Lab Testing 15 Density Tests No Pier Installation Observation No Concrete Testing No Asphalt Testing No Other Photos Taken: Yes Informed Paul Lowe with W -SC of observations and tests results before leaving site . Left Site: 5: 15 pm Attachments Additional Report Copies: (1) WD Partners ; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan , P.E. (1 Bury+ Partners; Mr. Coy Armstrong, P.E White-Spunner; Mr. Mike Fitzgerald elly Burt Dozer; Mr. Kelly Burt Work Breakdown Off Site Work: 0 hours On Site Work: 10.5 hours Building Work: 0 hours &3/<;/g Texas P.E. No. rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by rSonnel. They may not be rep re sentative or indic ative of apparently id entica l or si milar materials that may be in the clo se proximity of the test or sample locations. This repo1t shall not be reproduced without writte n approval of our firm. DCE-T250.FRM/I0 /96 202Ml 113-32 Page 2 of 2 //:orash ~ t~ Consulting ~tl Engineers, Inc. P.O. Box 78 1208 •San A ntonio. Texa s 78278-1208 (210) 641-21 12 •Fo x (2 10) 641-2124 Terry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas , Texas 75234 IN-PLACE DENSITY TEST REPORT Project: Home Depot Store University Drive at SH 6 College Station , Texas Project NQ: 202Ml 113 Report NQ: 113-33 PROJECT INFORMATION AND TEST RESULTS Date of Service: 12-21-02 DCE Representative: Contractor: White Spunner Construction Subcontractor: Com(!action S(!ecifications Percent of Moisture Compaction Maximum Content No. Materials Descri(!tion Standard Density Range 1 Sandy Clay ASTMD 698 95 +1 to +5 2 Brown Tan Sandy Clay ASTMD 698 95 +1 to +5 4 Tan Sandy Clay ASTMD 698 95 +1 to +5 6 Grey Brown Sandy Clay ASTMD 698 95 +l to +5 Report of tests on: Building Pad Subgrade, Non Select Fill/Pavement Subgrade Test Material Moisture Test Location No. Content Main Driveway Subgrade See Attached Map 2 19.5 29 See Attached Map 4 24.2 30 See Attached Map 2 19.7 31 See Attached Map 4 25.9 Building Pad Subgrade 32 See Attached Map 1 26.8 33 See Attached Map 2 20.4 34 See Attached Map 4 24.2 35 See Attached Map 6 19.1 36 See Attached Map 6 18.3 37 See Attached Map 6 17.6 38 See Attached Map 6 16.6 39 See Attached Map 6 16.4 40 See Attached Map 6 16.8 41 See Attached Map 6 17.0 42 See Attached Map 1 24.9 Rey Centino Kelly Burt Dozer Moisture/Density Relationshi(!s Optimum Maximum Moisture Density % mill 23 .0 96.0 18 .0 103.0 22 .0 93.0 15.5 106 .5 Probe Depth: 6 inches Dry Density Percent mill Coml!action 99.8 96.9 92.3 99 .3 102.6 99.6 91.2 98.0 92.3 96.1 100.8 97.8 89.1 95.8 103 .5 97.2 105.8 99.3 102.9 96.6 103.5 97.2 103.3 97.0 101.8 95.6 102.7 96.4 95 .3 99.2 Our reports are for the exclusive use of the client and distribution noted for this part ic ular project. Our reports represent only the samples taken and locations tested or observed by our personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations. This report shall not be reproduced without written approval of our firm . //-. Drash ~ 7 Consulting ~\\Engineers, Inc. P.O. Box 781208 • Son Antonio, Texas 78278-1208 (2 10) 641 -2 11 2 • Fox (210) 641 -2124 Remarks: The above tests meet project specifications. Test Method: Nuclear Gauge ASTM D 2922, D 3017 Advised project personnel representing White Spunner Construction of these density results. Additional Report Copies: (1) WD Partners ; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc .; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J .G. Morgan, P.E. (1) Bury+ Partners ; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt Drash Consulting Engineers, Inc. 6"3/~6 Texas P.E. No. arts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced with out written approval of our firm . 202M1113-33 Page 2 of2 IA K l Atll(~ -p-a-1 =-(LJ'~ THE HOME -95,064 ~ .. -, .. ··-" (I ~ - DEPOT SF GARDEN CENTER 24,240 SF - SCALE : 1" LO I 10 :10 ° P.U.£. .166.J /.11.J ....:----' --------~. 100' '· / / //:orash ~ t' Consulting ~l' Engineers, Inc. REPORT OF SITE VISIT P.O. Bo x 781208 • Son A nto n io, Texas 78278-1208 (210)641-2 11 2 • Fo x (210)641-2124 Project: Home Depot Store University Drive at SH 6 College Station, Texas . ferry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 Project NJ!: 202Ml 113 Report NJ!: 113-34 SITE VISIT ACTIVITIES Date of Service: 12-22-02 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Arrived at Site: 6:45 am Construction Equipment on Site: (2) Excavators (3) Tractors with scraper attachments (2) Bulldozers (1) Pneumatic roller (1) Motorgrader 1) Front-end roller Sheepsfoot rollers Activities in Progress: Subcontractor: Kelly Burt Dozer • Site grading-west middle section of building pad w/fill on low areas to bring subgrade level to 263.5' • Fill (from stockpile) placement on E parking lot continues • Removal of vegetation and loose soil from drainage ditch • Clearing and grubbing on remaining south half, east section of parking lot • Density tests on building pad and parking lot-see attached • Processed surface of building pad and parking lot "sealed off' in anticipation of heavy rainfall • Channel cuts made on edges of construction site to divert water away from construction site rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by onnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm. DCE-T250 .FRM/10/96 202Ml113-34 Page 1 of2 //:orash ~ t~ Consulting ~~l Engineers, Inc . P.O. Box 78 1208 • San Anto n io. Texas 78278 -1208 (2 10) 641 -2 11 2 •Fox (2 10) 641-2124 r Tests Performed (see attached reports) No Sampled Materials for Lab Testing 20 Density Tests No Pier Installation Observation No Concrete Testing No Asphalt Testing No Other Photos Taken: No Informed Paul Lowe with W-SC of observations and tests results before leaving site. Left Site: 4:45 pm Attachments Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E :white-Spunner; Mr. Mike Fitzgerald K.elly Burt Dozer; Mr. Kelly Burt Work Breakdown Off Site Work: 0 hours On Site Work: 10.0 hours Building Work: 0 hours Texas P.E. No. rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by ;onnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations. This report shall not be reproduced without written approval of our firm. DCE-T250 .FRM/l 0/9 6 202Ml 113-34 Page 2 of2 II-Dras h ~ 7 Co nsu lting ~\\ Engi n eers, In c. P.O. Box 78 12 08 • Son A nto ni o, Texas 78278 -1 208 (2 10)641 -2 112 • Fox(2 10)64 1-2 124 . ferry Mapes Home Depot USA , Inc. 2800 Forest Lane Dallas , Texas 75234 IN-PLACE DENSITY TEST REPORT Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N.!!: 202Ml 113 Report N.!!: 113-35 PROJECT INFORMATION AND TEST RESULTS Date of Service: 12-22-02 DCE Representative: Rey Centino Contractor: White Spunner Construction Subcontractor: Kelly Burt Dozer Com(!action S(!ecifications Moisture/Density Relationshi(!S Percent of Moisture Optimum Maximum Compaction Maximum Content Moisture Density No. Materials Descri(!tion Standard Density Range % ill£!l 3 Grey Clay ASTMD 698 95 0 to +4 18 .5 102.5 4 Tan Sandy Clay ASTMD 698 95 0 to +4 22.0 93.0 1 Tan Sandy Clay ASTMD 698 95 0 to +4 23.0 96 .0 7 Tan Sandy Clay ASTMD 698 95 +l to +5 15.0 107 .5 5 Light Brown Sandy Clay ASTMD 698 95 +l to +5 18 .0 104.0 Report of tests on: Backfill Pavement Subgrade Probe Depth: 6 inches Material Moisture Dry Density Percent Test Location No. Content ill£!l Com(!action East Parking Lot Subgrade 43 See Attached Map 4 25.4 90 .7 97 .5 44 See Attached Map 3 19.0 100.1 97.6 45 See Attached Map 3 19.0 99 .2 96.8 46 See Attached Map 3 21.7 9 8.9 96.5 West Parking Lot 3rd Lift to Balance Subgrade 47 See Attached Map 1 24.7 95.l 99.0 48 See Attached Map 1 24.2 96.1 100+ 49 See Attached Map 1 23 .2 96 .7 100 + 50 See Attached Map 1 25.4 96.1 100+ 51 See Attached Map Building Pad Subgrade 2"d Lift lOO'W at El. 263.5 1 23 .5 99 .8 100 + 52 See Attached Map 7 17.2 107.1 99.7 53 See Attached Map 5 19.9 101.2 97 .3 54 See Attached Map 4 26.4 89.5 96 .2 55 See Attached Map 7 16.4 105.4 98.0 56 See Attached Map 7 16.7 103.6 96.3 .::ports are for the excl usive use of th e client and di stribution noted for this part icu lar proj ect. Our reports repre se nt onl y the sa mpl es tak en and loc ations test ed or ob serve d by our pers onnel. The y may not be represent ative or indic ative of apparently identical or similar material s that may be in th e clos e pro xim ity of th e tes t or sampl e location s. Thi s report shall not be reprodu ce d without wri tten approval of our firm . //:orash ~ t~ Consulting ~\l Engineers, Inc. P.O. Box 78 1208 • Sa n A nto n io. Texas 78278-1208 (2 10) 641-2 112 •Fa x (210) 641 -2124 N° Test Location 5 7 See Attached Map 58 See Attached Map 59 See Attached Map 60 See Attached Map 61 See Attached Map 62 See Attached Map Remarks: The above tests meet project specifications. Test Method: Nuclear Gauge ASTM D 2922, D 3017 Material No. 7 7 7 7 7 7 Moisture Content Range on Pavement: 0 to +4; Building Pad: + 1 to +5 Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc .; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald Kelly Burt Dozer; Mr. Kelly Burt Drash Consulting Engineers, Inc. Moisture Dry Density Percent Content U!£fl Com[!action 17.0 104.8 97.5 16.4 103.3 96.1 18.6 104 .2 96.9 16.4 106.2 98.8 19.6 103.4 96.2 19.2 103.5 96.3 Texas P.E. No. orts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations test ed or observed personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . Th is repo1t sh all not be reproduced without written approval of our firm . 202Mlll3-35 Page 2 of2 IA ." i A (.H(~ i I [ .... -J ~ L(H 10 Oto\:,< 1 :\ (J!'.B 1t.(.l<t ~ I I I c .:J L .., .. ,ITT.<-···- l ~H..\I:/ _) 10 ' P.U.£ J66J /JIJ '-· "; ; i i / / //=.orash ~ ,~ Consulting ~ll Eng ineers, Inc. P.O. Box 78 12 08 •San Antonio. Texas 78278-1208 (2 10) 641-21 12 •Fax (2 10) 641-2124 erry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas , Texas 75234 REPORT OF SITE VISIT Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N2 : 202Ml 113 Report N2 : 113-36 SITE VISIT ACTIVITIES Date of Service: 12-23-02 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Arrived at Site: 6:45 am Construction Equipment on Site: Activities in Progress: (2) Excavators (3) Tractors with scraper attachments (2) Bulldozers (1) Pneumatic roller ( 1) Motor grader (1) Front-end roller (2) Sheepsfoot rollers Subcontractor: Kelly Burt Dozer • None -currently raining with thunderstorms , all equipment parked . • Traveled roundtrip to San Antonio office to deliver three (3) proposed samples for lab tests: a.) One (1) grey clayey sand select fill . b.) Two (2) samples to be used or granular pit run select fill. Other Tests Performed (see attached reports) 3 Sampled Materials for Lab Testing No Density Tests No Pier Installation Observation No Concrete Testing No Asphalt Testing No Other Our reports are for the exclusive use of the client and distribution noted for this particul ar project. Our reports represent only the samples taken and locations tested or observed by our personnel. They may not be representative or indicative of apparently identical or similar materia ls that may be in the close proximity of the test or sample locations. This report shall not be reproduced without written approval of our finn . DCE-T250 .FRM/I 0/96 //:orash ~ t• C onsult ing ~\\ Engineers, Inc. P.O. Box 78 1208 •San Antonio. Texas 78278-1208 (2 10) 641-2 112 • Fax (2 10) 641-2124 Informed Paul Lowe with W-SC of observations and te sts results before leaving site . Left Site : 7:15 am Additional Report Copies: (1) WD Partners ; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc .; Mr. Larry Koehler (1) M itchell and Morgan, LLP; Ms. Veronica J.G . Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E (1 ) White-Spunner ; Mr. M ike Fitzgerald Work Breakdown Off Site Work: 0 hour s On Site Work: 8.5 hours Building Work: 0 hours 6-3/7-(8 Tex as P.E. No. rts are fo r th e exclus ive use of the cli ent and distr ibu tion no te d fo r thi s particular proj ect. Ou r repo rts rep resent on ly the samples take n and locations teste d or observed by o , rsonne l. They may not be representat ive or indica ti ve of app arentl y identic al or s imil ar materials th at may be in the cl ose proximity of the tes t or sample loca ti ons. This repo rt shall not be reproduced without written approv al of ou r fi rm. DCE -T25 0.F RM/10/96 202Ml 113-36 Page 2 of2 //:orash ~ t~ Consulting ~\l En gineers, Inc. P.O. Box 781208 • Son Antonio, Texas 78278-1208 (210) 641 -21 12 •Fox (210) 641-2124 r. erry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, T ex as 75 234 REPORT OF MOISTURE DENSITY RELATIONSHIP FOR SOILS Project: Home Depot Store University Drive at SH 6 College Station , Tex as Project N!!: 20 2Ml 11 3 Report N2: 11 3-37 PROJECT INFORMATION AND TEST RESULTS Date of Service: 12-17-02 Material N2 : 22 Material Description: Dark Gray Clayey Sand Proposed Select Fill Material Use: Liquid Limit,% 2 8 Atterberg Limits (ASTM D 4318) Plastic Limit,% 15 Plasticity Index,% 13 DCE Representative: Jay Duque Material Supplier: N I A Material Provided By: Kelly Burt Dozer John 's Road Pit Material Location: Moisture Density Relationship (ASTM D 698 -Method A) Maximum Dry Density, pcf 10 8.5 Optimum Moisture Content, % 16 .0 The indicated laboratory tests were performed in general accordance with appli c abl e A STM standards unl ess otherwis e noted. Moisture D ensity curve is on file and av ai lable upon r equest. Additional Report Copies: (1) WD Partners; Mr. Todd Si des (1) Gre enberg Farrow Architecture, Inc .; Mr. Larry Koehler (1) Mitchell and Morgan , LLP ; Ms. Veronica J .G. Morgan , P .E . (1 ) Bury + Partners; Mr. Coy Armstrong, P .E (1) White-Spunner; Mr. M ike Fitzgerald (1 ) K elly Burt Doz er; Mr. Kelly Burt 6s/~8 Texas P.E. No. O ur reports are fo r th e exclus ive use of the cl ie nt and d istributio n noted fo r thi s particular proj ect. Our repo rt s re present on ly the sam p les taken an d locati ons tested or observed by o ur personne l. Th ey may not be rep resentati ve or ind icati ve o f app are nt ly id entical or s imil ar mate ri als th at may be in the cl ose proxim it y of the test or sample locati ons . This report shall not be reproduce d w ith out written a pproval of o ur fi rm. //=.orash ~ t~ Con su ltin g ~\l Engin e ers, Inc. P.O . Box 781208 •San Antoni o , Texas 78278-1208 (210) 641-2 112 •Fax (210) 641-2124 . ferry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 REPORT OF MOISTURE DENSITY RELATIONSHIP FOR SOILS Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N!!: 202Ml 113 Report N!!: 113-38 PROJECT INFORMATION AND TEST RESULTS Date of Service: 12-17-02 Material N!!: 23 Material Description: Brown Silty Sandy Gravelly Clay Proposed Select Fill Material Use: Liquid Limit,% 16 Atterberg Limits (ASTM D 4318) Plastic Limit,% 12 Plasticity Index,% 4* DCE Representative: Jay Duque Material Supplier: NIA Material Provided By: Kelly Burt Dozer Material Location: Emola Pit @ Hearne, TX Moisture Density Relationship (ASTM D 1557 -Method A) Maximum Optimum Dry Density, pcf Moisture Content, % 141.0 5.5 Remarks: The indicated laboratory tests were performed in general accordance with applicable ASTM standards unless otherwise noted . All test results meet the reference specification requirements unless noted by an asterisk *. Moisture Density curve is on file and available upon request. Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt Drash Consulting Engineers, Inc. 63/rt Texas P.E. No. Our reports are for the exclusive use of the client and distribution noted for this particular proj ect. Our reports represent only the samples taken and location s tested or ob served by our personnel. They may not be representative or ind ic ative o f apparently identi cal or similar materials that may be in th e close proximity of the test or sample locations. Thi s report shall not be reproduced without written approval of our firm . //:orash ~ t~ Consulting ~'' Engineers, Inc . P.O. Box 78 12 08 • San Antoni o, Texas 78278-1208 (2 10)641-21 12 • Fa x(2 10)641-2124 , ferry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 REPORT OF MOISTURE DENSITY RELATIONSHIP FOR SOILS Project: Home D epot Store University Drive at SH 6 College Station, Texas Project NQ: 202Ml l 13 Report NQ: 113-39 PROJECT INFORMATION AND TEST RESULTS Date of Service: 12-17-02 Material NQ: 24 Material Description: Brown Silty Clayey Sand with Gravel Proposed Select Fill Material Use: Liquid Limit,% 14 Atterberg Limits (ASTM D 4318) Plastic Limit,% 14 Plasticity Index,% O* DCE Representative: Jay Duque Material Supplier: NIA Material Provided By: Kelly Burt Dozer Material Location: Emola Pit @ Hearne, TX Moisture Density Relationship (ASTM D 1557 -Method A) Maximum Optimum Dry Density, pcf Moisture Content, % 134.0 6.5 Remarks: The indic ated laboratory tests were performed in general accordance with applicable ASTM standards unless otherwise noted. All test results meet the reference specification requirements unless noted by an asterisk *. Moisture Density curve is on file and available upon request. Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J .G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt Drash Consulting Engineers, Inc. b3!r(B Texas P .E. No. ur reports are for the exclusive us e of the client and distribution noted fo r this particular project. Our reports represent only the sam pl es taken and locations tested or o?served b.y our personnel. They may not be represe nt ative or indicative of apparently identical or similar materials th at may be in the close proxim ity of the test or sample locations. This report shall not be repro duced without writte n approval of our firm . II-Drash ~ 7 Consulting ~\\ Engineers, Inc. P.O. Box 781208 • San Antonio, Texas 78278-1208 (2 10) 641-2 112 •Fa x (2 10) 641-2 124 ff. Terry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas , Texas 75234 REPORT OF SITE VISIT Project: Home D epot Store University Drive at SH 6 College Station, Texas Project N2 : 202Ml 113 Report N2 : 113-40 SITE VISIT ACTIVITIES Date of Service: 12-24-02 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Arrived at Site: 7:00 am Construction Equipment on Site: Activities in Progress: (2) Excavators (3) Tractors with scraper attachments (2) Bulldozers (1) Pneumatic roller (1) Motorgrader (1) Front-end roller (2) Sheepsfoot rollers • None -Existing ground too wet from rain fall. Other Tests Performed (see attached reports) No Sampled Materials for Lab Testing No Density Tests No Pier Installation Observation No Concrete Testing No Asphalt Testing No Other Subcontractor: Kelly Burt Dozer Our reports are for the exclusive use of the cl ient and distribution noted for this particular project. Our reports represent on ly the samples taken and locations tested or observed by our personnel. They may not be representative or indi cative of apparently id entical or simi lar materials that may be in the close proximity of the test or sample locations. This report shall not be reproduced without written approval of ou r firm . DCE-T250 .FRM/I0 /96 //=.oras h ~ t~ Consulting ~\l Engineers, In c. P.O. Box 78 1208 • Sa n A nto n io. Texas 78278-1208 (2 10)641-2 11 2 • Fax(2 10)64 l-2 124 .os Taken: NP Informed Robert Krupa with Kelly Burt Dozer of observations and tests results before leaving site. Left Site: 7 :3 0 am Additional Report Copies: (1) WD Partners ; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc .; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan , P .E. (1) Bury + Partners; Mr. Coy Arn'lstrong , P .E (1) White-Spunner; Mr. Mike Fitzgerald Drash Consulting Engineers, Inc. Work Breakdown Off Site Work: 0 hours On Site Work: .5 hours Building Work: 0 hours 6:?/:zL'G' Texas P .E. No . its are for the exclusive use of the client and distribution noted for this particular proje ct. Our reports repr esent onl y the samples taken and locations tested or observed by .;onnel. They may not be represent ativ e or indicative of appa rently identical or sim il ar materials that may be in the close proximity of the test or sample locations . This re port shall not be reproduced wit hout writt en approval of our firm . DCE-T250 .F RM /1 0/96 202Ml 113-40 Page 2 of2 II-Drash ~ 7 Consulting ~\\ Engin e ers, Inc. REPORT OF SITE VISIT P.O. Box 781208 •So n A nton io. Texas 78278-1208 (2 10) 641-2 112 •Fox (2 10) 641 -2 124 Project: Home Depot Store University Drive at SH 6 College Station, Texas ·~··Terry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 Project NQ: 202Ml 113 Report NQ: 113-41 SITE VISIT ACTIVITIES Date of Service: 12-26-02 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Arrived at Site: 7: 15 am Construction Equipment on Site: (2) Excavators (3) Tractors with scraper attachments (2) Bulldozers (1) Pneumatic roller (1) Motor grader (1) Front-end roller (2) Sheepsfoot rollers (1) Front end loader Note: Site conditions very wet from rain on December 23, 2002. Activities in Progress: • Fill placement on west half of parking lot. Subcontractor: Kelly Burt Dozer • Removal of stockpiled unsuitable material, middle section of parking lot. • Clearing and grubbing, west section of adjacent lot, west of Home Depot parking lot. • Site grading, west section of parking lot, adjacent to store's main driveway. • Density tests on building pad and parking lot-see attached • Fill placement on east parking lot. • See additional information on attached DC E Site Visit Service Order, # 113-4 lA rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations te sted or observed by ;onnel. They may not be representative or indicative of apparently identical or similar mat erials that may be in the clo se proximity of the test or sample locations . Th is repor1 shall not be reproduced without written approval of our !inn . DCE -T250 .FR M/10/96 202Ml 113-41 Page 1 of2 II-Drash ~ 7 Consulting ~\\ Engineers, Inc. P.O. Box 781208 • Son Ant o n io. Texas 78278-1208 (2 10)641-2 11 2 • Fox(210)641-2124 ~---=r Tests Performed (see attached reports) 1 Sampled Materials for Lab Testing 0 Density Tests 0 Pier Installation Observation 0 Concrete Testing 0 Asphalt Testing 0 Other Photos Taken: No Informed Robert Krupa with Kelly Burt Dozer of observations and tests results before leaving site . Left Site: 5 :45 pm Attachments: Additional Report Copies: (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) WD Partners; Mr. Todd Sides (1) Mitchell and Morgan, LLP; Ms. Veronica J .G. Morgan, P.E. (1 Bury+ Partners; Mr. Coy Armstrong, P.E White-Spunner; Mr. Mike Fitzgerald Celly Burt Dozer; Mr. Kelly Burt Off Site Work: 0 hours --- On Site Work: 10.5 hours Building Work: 0 hours --- b3/f!8 CE Engineer Texas P.E. No. rts are for the exclusive use of the client and distribution noted for this particu la r project. Our reports represent only the samples taken and locations tested or observed by o ;onnel. They may not be representative or indic at ive of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This repo rt shall not be reproduced without written approval of our firm . DCE-T250 .FRM /10/96 202Ml 113-41 Page 2 of2 //:orash ~ '' Consulting ~ll Engineers, Inc. P.O . Box 781208 • Son Antonio. Texas 78278-1208 (210)641 -2 11 2 • Fox(210)641-2124 ~··Terry Mapes Home Depot USA, Inc . 2800 Forest Lane Dallas, Texas 75234 REPORT OF SITE VISIT Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N2 : 202Mll 13 Report N2 : 113-41A SITE VISIT ACTIVITIES Date of Service: 12-26-02 DCE Representative: Spencer Higgs/Rey Centino Purpose of Site Visit: Earthwork Monitoring On December 26, 2002, one of our technical representatives visited the above referenced site at the request of Home Depot. The following items were observed or discussed: • Fill placement on both sections of parking lots pending grading, compaction and density tests. (compactors inoperative) • Site visit by Spencer Higgs, P .E. (DCE) to implement avenues of approach to tackle problematic areas on project site, supplemented by technical support from Eric Kruppa of Tensar Earth Technologies, Inc. Spencer Higgs, Robert Krupa, Eric Krupa and Rey Centino addressed problematic issues encountered on job site and offered solutions to remedy construction problems and delays . Possible subgrade remediation/modifications to expedite construction. • Steps for quick remediation offered by Spencer Higgs, P.E. (DCE) to include: • Measuring remaining areas of building pad subject to over excavation to reach competent soil. • Employing areas of impacted granular fill to be placed in soft areas and placing geogrid material to form a stable surface and match required subgrade level with additional layer of geogrid. • Using suitable excavated and stockpiled material as fill on parking lot. • Use of diagrams to show areas as problematic. Additional Report Copies: (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) WD Partners; Mr. Todd Sides (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt Drash Consulting Engineers, Inc. 63/~8 Texas P.E. No. OUJ repm are for the exclu · e us of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by our nnel. They may t b epresentative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations. This report shall not be reproduce without written approval of our firm . DCE-T250 .FRM /10/96 II--Dras h ~ 7 Consulting ~\\En gineers , Inc . REPORT OF SITE VISIT P.O. Box 781208 • Son Antonio. Texas 78278-1208 (2 10)641-2 11 2 • Fox(210)641-2124 Project: Home Depot Store University Drive at SH 6 College Station, Texas erryMapes Home Depot USA, Inc. 2800 Forest Lane Dallas , Texas 75234 Project N.!!: 202Ml 113 Report N.!!: 113-43 SITE VISIT ACTIVITIES Date of Service: 12-27-02 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Arrived at Site: 7: 15 am Construction Equipment on Site: (3) Tractors with scraper attachments (2) Bulldozers (2) Excavators (1) Front-end roller (1) Sheepsfoot roller (1) Pneumatic roller Activities in Progress: Subcontractor: Kelly Burt Dozer • Compaction of placed fill, western and eastern section of parking lot. • Fill placement, eastern section of parking lot • Removal of stockpiled material from middle section of building pad and placed on adjacent lot, east of garden center. • Density tests on parking lot, east and west sections-see attached. • Excavation on lot 10, block l(see civil drawings, sheet C-01) to create space for hauling stockpiled material from middle section of building pad • Fill placement, western section of parking lot. • Informed by Spencer Higgs, P .E ., ofDCE, that he notified Robert Krupa with Kelly Burt Dozer to limit construction activities to areas not affected by client's and contractor's pending ruling on further excavation on building pad's northeast section. rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by oonnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm. DCE-1'250 .FRM/l 0196 202Ml 113-43 Page 1 of2 II--Drash ~ 7 Cons u lting ~\\ Engineers, Inc. P.O. Box 781208 • San An t onio. Texas 78278-1208 (210) 641-2112 •Fax (2 10) 64 1-2124 _.:r Tests Performed (see attached reports) No Sampled Materials for Lab Testing 28 Density Tests No Pier Installation Observation No Concrete Testing No Asphalt Testing No Other Photos Taken: NP Informed Robert Krupa with Kelly Burt Dozer of observations and tests results before leaving site. Left Site: 5: 15 pm Attachments Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1 Bury+ Partners; Mr. Coy Armstrong, P.E White-Spunner; Mr. Mike Fitzgerald ,(elly Burt Dozer; Mr. Kelly Burt Drash Consulting Engineers, Inc. Work Breakdown Off Site Work: 0 hours On Site Work: 10.0 hours Building Work: 0 hours b}/f!& Texas P.E. No. rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by sonnet. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm . DCE-T250.FRM/10/96 202Ml113-43 Page 2 of2 //:orash ~ t~ Co nsul ting ~\l Engineers, Inc. P.O. Bo x 78 1208 •San Ant onio, Texas 78278-120 8 (2 10) 64 1-2 11 2 •Fax (2 10) 64 1-2 124 ferry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 IN-PLACE DENSITY TEST REPORT Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N 2 : 202Mll 13 Report N2 : 113-44 PROJECT INFORMATION AND TEST RESULTS Date of Service: 12-27-02 DCE Representative: Rey Centino Contractor: White Spunner Subcontractor: Kelly Burt Dozer Comuaction Suecifications Moisture/Densi!Y Relationshius Percent of Moisture Optimum Maximum Compaction Maximum Content Moisture Density No. Materials Descriution Standard Density Range O/o Will 6 Grey Brown Sandy Clay ASTMD 698 95 0 to+4 15.5 106.5 7 Tan Sandy Clay ASTMD 698 95 0 to+4 15 .0 107.5 10 Tan Sand Clay ASTMD698 95 0 to +4 19.0 100.0 2 Brown Tan Sandy Clay ASTMD 698 95 Oto+4 18.0 103.0 5 Light Brown Sandy Clay ASTMD 698 95 0 to+4 18.0 104.0 Report of tests on: Pavement Subgrade Probe Depth: 6 inches Material Moisture Dry Density Percent Test Location No. Content Will Compaction East Parking Lot, 2nd Lift 63 See Attached Map 6 16.7 102.1 95.9 64 See Attached Map 10 19.1 98.5 98.5 65 See Attached Map 6 17.0 102 .5 96 .2 66 See Attached Map 6 16.8 105.8 99.4 67 See Attached Map 6 15 .5 102.9 96.6 68 See Attached Map 7 15 .9 107 .3 99 .8 69 See Attached Map 6 16.0 105.1 98 .7 70 See Attached Map 10 19.0 98.1 98.1 71 See Attached Map 6 17.4 101.2 95.0 West Parking Lot, 3rd Lift 72 See Attached Map 10 20.0 95.9 95.9 73 See Attached Map 2 18.7 99.0 96.1 74 See Attached Map 10 19.4 97 .2 97.2 75 See Attached Map 10 21.1 99 .6 99.6 76 See Attached Map 5 19.9 103.4 99.4 77 See Attached Map 10 21.7 97.8 97.8 78 See Attached Map 6 15 .5 102 .6 96 .3 79 See Attached Map 6 16.7 101.2 95 .0 80 See Attached Map 7 16.0 108.1 100+ 81 See Attached Map 7 15.8 105.3 97.9 82 See Attached Map 2 18.4 99.3 96.4 oorts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or obse rved personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm . 202M1113-44 Page 2 of 2 //:orash ~ t~ Consulting ~ll Engineers, Inc. No 83 84 85 86 87 88 89 90 P.O. Box 78 1208 • San Antonio, Texas 78278-1208 (210) 641-2 11 2 •Fox (210) 64 1-2124 Test Location See Attached Map See Attached Map Parking Lot, East 3rd Lift See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map Remarks: The above tests meet project specifications. Test Method: Nuclear Gauge ASTM D 2922, D 3017 Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E Yfhite-Spunner; Mr. Mike Fitzgerald Celly Burt Dozer; Mr. Kelly Burt 1 City of College Station; Mr. Spencer G. Thompson, Jr. (1) City of College Station; Mr. Lance Simms, CBO Drash Consulting Engineers, Inc. Material Moisture Dry Density Percent No. Content ill£.O Coml!action 2 20.8 103,0 100+ 10 22.3 96.1 96.1 10 19.3 95.4 95.4 6 15 .5 102.0 95.7 7 15.4 107 .3 99 .8 10 20.l 98.9 98 .9 7 17.3 104 .0 96 .7 7 17.2 107.6 100+ &>rc/8 Texas P.E. No. orts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed personnel. They may not be representative or indicative of apparently identical or similar materi als that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm . 202Ml 113-44 Page 2 of2 • ; I .~nc~ ! ! • ~> . . I : I I I I I : ' I I I: I I • '' ,~ o I ---- Off I Cf PKG. THE HOME 95,064 1 I I I '.I I•\ I QEPOT s~ 1, I I w/r io \o\JlfE IN'<t:S l tJEN ts , l. ll .•~ A.CR( 1HM:;I 'W'l-'17 P~7 GARDEN CENTER 24,240 SF ·· .. / / t:1 l1J 0 w 0 0 N 0 w N en " E ...... ...... ...... 0 E 0 cu 'F' VI c.o ...J c.o CD .i. en I .i. ...... en w " l\J en II-Drash ~ 7 Cons u lting ~\\ Engineers, Inc . REPORT OF SITE VISIT P.O. Box 78 12 08 • San Antoni o, Texas 78278-1208 (2 10) 641-2 112 •Fax (210) 641-2124 Project: Home Depot Store University Drive at SH 6 College Station, Texas erryMapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 Project N!!: 202Ml 113 Report N!!: 113-45 SITE VISIT ACTIVITIES Date of Service: 12-28-02 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Arrived at Site: 7:15 am Construction Equipment on Site: (3) Tractors with scraper attachments (2) Bulldozers (2) Excavators (1) Front-end roller (1) Sheepsfoot roller (1) Pneumatic roller ( 1) Motorgrader (1) 5,000 gallon water truck (1) Dump truck Activities in Progress: • Fill placement, east parking lot Subcontractor: Kelly Burt Dozer • Relocation of stockpiled material along eastern edge of adjacent lot, and west parking lot, to allow for access for scrapers to excavate material from said location and carry that material to use as fill on parking lots. • Continuing removal of stockpiled material from middle section of building pad excavation. Removal of material terminated at approximately 263 .5 ', building sub grade level. • Material excavated from middle section of building pad, then hauled off toward open spaces in lot 10, block 1, east of garden center. • Suggested to Robert Krupa with Kelly Burt Dozer, to use excavated material from middle section of building pad as pavement fill. He stated that said material was too full of organics. • Trench excavated to divert water away from drainage ditch. • Excavation and removal of stockpiled material at middle of building pad terminated at limit of area before extending into area of soft, wet soil. rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by ,onnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm. DCE-T250.FRM/10/96 202Ml l 13-45 Page 1 of2 //:orash ~ ,. Con sulting ~-' Engineers, Inc. P.O . Box 781208 •Son Antonio, Texas 78278-1208 (210) 641-2112 • Fox (2 10) 641-2124 r Tests Performed (see attached reports) No Sampled Materials for Lab Testing 28 Density Tests No Pier Installation Observation No Concrete Testing No Asphalt Testing No Other Photos Taken: No Informed Robert Krupa with Kelly Burt Dozer of observations and tests results before leaving site. Left Site: 5: 15 pm Attachments Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E ite-Spunner; Mr. Mike Fitzgerald Celly Burt Dozer; Mr. Kelly Burt Work Breakdown Off Site Work: 0 hours On Site Work: 10 .75 hours Building Work: 0 hours Texas P.E. No. rts are for the exclusive use of the client and distribution noted for this particular project Our reports represent only the samples taken and locations tested or observed by ,onnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm . DCE-T250 .FRM/10196 202Mlll3-45 Page 2 of2 II--Drash ~ 7 Consulting ~\\ Engineers, Inc. P.O. Box 781208 • San A ntonio. Texas 78278-1208 (210)641-2112 • Fax(210)641-2124 ferry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 IN-PLACE DENSITY TEST REPORT Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N2 : 202Ml 113 Report N2 : 113-46 PROJECT INFORMATION AND TEST RESULTS Date of Service: 12-28-02 DCE Representative: Rey Centino Contractor: White Spunner Construction Subcontractor: Kelly Burt Dozer Comnaction Snecifications Moisture/Densi!Y Relationshins Percent of Moisture Optimum Maximum Compaction Maximum Content Moisture Density No. Materials Descrintion Standard Densi!Y Range O/o illill 6 Grey Brown Sandy Clay ASTMD698 95 Oto+4 15.5 106 .5 10 Tan Sandy Clay ASTMD698 95 Oto+4 19.0 100.0 2 Brown Tan Sandy Clay ASTMD698 95 0 to +4 18.0 103.0 1 Tan Sandy Clay ASTMD698 95 0 to +4 23 .0 96.0 7 Tan Sandy Clay ASTMD698 95 0 to+4 15.0 107.5 Report of tests on: Pavement Subgrade Probe Depth: 6 inches Material Moisture Dry Density Percent Test Location No. East Parking Lot, 4th Lift Content illill Cornn action 91 See Attached Map 10 20.8 100.6 100+ 92 See Attached Map 10 20.0 96.2 96.2 93 See Attached Map 6 16.4 102.8 96.5 94 See Attached Map 10 19.7 97.0 97.0 95 See Attached Map 10 20.8 97.5 97.5 96 See Attached Map 10 21.1 95.5 95.5 97 See Attached Map 10 21.7 100.2 100+ 98 See Attached Map 10 20.1 96.4 96.4 99 See Attached Map 2 18.6 101.2 98.2 100 See Attached Map 6 16.3 101.9 95 .6 101 See Attached Map 7 15.2 103.l 95.9 102 See Attached Map 7 15.8 102.2 95.0 103 See Attached Map 2 18.9 102.6 99.6 104 See Attached Map 6 16.8 101.6 95.3 West Parking Lot-4th Lift 105 See Attached Map 1 24.3 98.6 100+ 106 See Attached Map 1 25.0 96.7 100+ 107 See Attached Map 7 15.8 110.5 100+ 108 See Attached Map 2 19.0 100.4 97.4 109 See Attached Map 10 20.2 96.3 96 .3 110 See Attached Map 2 21.9 102.6 99.6 arts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . Th is report shall not be reproduced without written approval of our firm. 202M1113-46 Page 2 of2 //:orash ~ ti Consulting . ~l Engineers, Inc. No 111 112 113 114 115 116 117 118 P.O. Box 781208 • San Anton io, Texas 78278-1208 (210) 641-2 11 2 •Fax (210) 641-2124 Test Location See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map Remarks: The above tests meet project specifications. Test Method: Nuclear Gauge ASTM D 2922, D 3017 Additional Report Copies: (1) Greenberg Farrow Architecture, Inc .; Mr. Larry Koehler (1) WD Partners; Mr. Todd Sides Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. ury +Partners; Mr. Coy Armstrong, P.E / White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt Drash Consulting Engineers, Inc. Material No. 1 2 6 10 7 1 2 1 Reviewed by A Moisture Dry Density Percent Content ill£!) Comuaction 23.4 98.4 100+ 20.7 103.4 100+ 16.5 102.6 96.3 22.1 100 .8 100+ 18 .2 105.0 97 .6 23.2 98.8 100+ 19 .5 103.4 100+ 23.6 99.0 100+ Texas P.E. No. iorts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locati ons tested or observed personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be re produced without written approval of our firm. 202Mlll3-46 Page 2 of2 11 "·A (i().: i ~; A{.H'.(S \,... ~":1'" 0 -rl I +l ('I') Ill rl +l rl Cf) .. 0 11) ~~ fill ..-! M 8. I 0 0 QJ 00 I P< ~ 4J I 8. ·~ ~ (") -~ rl rl rl .. Q) ~ QJ 6 +> 0 ro :z: N A . ' I· 'I I I I: I o I I: " OFFICE PKG. -· ;;,jJ -<l;c.d THE HOME 95,064 TRUCK DOCK GARDEN CENTER 24,240 SF ··---------·· 70 ' P.U.f . J IS6.J /JIJ SCAL E: 1" 10 0 ' ;,.G l :r, ~:. ti.:n 1 -~ u ~: "·' 1(i '> I I -~ _, c L-'~:1-;;-;r: .C ·- I i / / -; II--Drash ~ 7 Consulting ~\\Engineers, Inc. P.O. Box 781208 • Son Antonio, Texas 78278-1208 (210)641-21 12 • Fox(210)641-2124 " REPORT OF SITE VISIT P,roject: Home Depot Store University Drive at SH 6 College Station, Texas . ferry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 Pr,oject NQ: 202Ml 113 Report NQ: 113-47 '1 . SITE VISIT ACTIVITIES Date of Service: 12-29-02 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Arrived at Site: 7: 15 am Construction Equipment on Site: (3) Tractors with scraper attachments (2) Bulldozers (1) Pneumatic roller (1) Motorgrader (1) Front-end roller (1) Sheepsfoot roller Subcontractor: Kelly Burt Dozer Activities in Progress: \ • Removal of organic debris from open ditch, middle section of building pad .beginning at south end, moving northward. • Excavation and removal of material from ditch limited to competent soil. ' • Continuing relocation of stockpiled material on eastern section of adjacent lot next to western edge of parking lot to allow access for scrapers to remove material and use as fill on parking lot. • Stockpiled material removed and hauled off jobsite. • Placement of fill, west parking lot • Placement of fill, east parking lot ·' • Stockpiled material middle of building pad removed and hauled off to east of'garden center at lot 10, block 1. Removal of material limited to elevation of approximately 263 . 0' 1 • Density tests on parking lots, east and west. ·~· \ rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only ,t~e samples taken and locations tested or observed by I onnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm . DCE-T250 .FRM/l 0196 l · 1 202Mlll3-47 I \ . Page 1 of2 //:orash ~ '' Consulting ~·' Engineers, Inc . P.O. Box 781208 • Son Antonio, Texas 78278-1208 (210) 641-2112 •Fo x (210) 641-2124 r Tests Performed (see attached reports) No Sampled Materials for Lab Testing 48 Density Tests No Pier Installation Observation No Concrete Testing No Asphalt Testing No Other Photos Taken: No Informed Robert Krupa with Kelly Burt Dozer of observations and tests results before leaving site. Left Site: 5 :30 pm Attachments Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E White-Spunner; Mr. Mike Fitzgerald (elly Burt Dozer; Mr. Kelly Burt Work Breakdown Off Site Work: 0 hours -----On Site Work: 11.5 hours Building Work: 0 hours 6~/z/g Reviewed by Abo DCE Engineer Texas P.E. No. rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by .onnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm. DCE-T250 .FRM/l 0/96 202Ml 113-47 Page 2 of2 II-Drash ~ 7 Cons ul ting ~\\Engi n eers, Inc. P.O. Box 781208 • Son A nto n io, Texas 78278-1208 (210) 641-2112 •Fo x (2 10) 641-2124 ferry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 IN-PLACE DENSITY TEST REPORT Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N!!: 202Ml 113 Report N!!: 113-48 PROJECT INFORMATION AND TEST RESULTS Date of Service: 12-29-02 DCE Representative: ReyCentino Contractor: White Spunner Construction Subcontractor: Kelly Burt Dozer Comnaction Snecifications Moisture/Densitv Relationshins Percent of Moisture Optimum Maximum Compaction Maximum Content Moisture Density No. Materials Descrintion Standard Density Range O/o ill£!) 6 Grey Brown Sandy Clay ASTMD698 95 0 to +4 15.5 106.5 10 Tan Sandy Clay ASTMD698 95 0 to+4 19.0 100.0 2 Brown Tan Sandy Clay ASTMD698 95 0 to+4 18.0 103.0 1 Tan Sandy Clay ASTMD698 95 0 to +4 23.0 96.0 7 Tan Sandy Clay ASTMD698 95 0 to +4 15.0 107.5 4 Tan Sandy Clay ASTMD698 95 0 to +4 22.0 93.0 7 Tan Sandy Clay ASTMD698 95 0 to +4 15.0 107.5 Pavement Subgrade Probe Depth: 6 inches Material Moisture Dry Density Percent Test Location No. Content ill£!) Compaction East Parking Lot, 5th Lift 119 See Attached Map 7 15.7 107.3 99.8 120 See Attached Map 2 20.5 100.7 97.7 121 See Attached Map 6 17.5 103.5 97.1 122 See Attached Map 10 19.3 98.9 98.9 123 See Attached Map 6 15.9 102.4 96.1 124 See Attached Map 6 16.1 101.5 95.3 125 See Attached Map 6 16.3 103.3 96.9 126 See Attached Map 10 22.l 98.6 98.6 127 See Attached Map 10 19.6 96.8 96.8 128 See Attached Map 5 18.1 100.6 96.7 129 See Attached Map 6 15.7 102.0 95.7 130 See Attached Map 7 17.0 103.6 96.3 131 See Attached Map 10 19.2 101.1 100+ 132 See Attached Map 10 21.2 98.8 98.8 133 See Attached Map 7 15.9 105.2 97.8 134 See Attached Map 6 15.8 106.4 99.9 135 See Attached Map 6 16.3 101.3 95.l 136 See Attached Map 10 21.7 102.l 100+ 137 See Attached Map 2 20.4 103.4 100+ 138 See Attached Map 10 22.4 102.8 100+ 139 See Attached Map 7 15.3 107.3 99.8 orts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm. 202M1113-48 Page 2 of2 II-Drash ~ :\\Consu lting ~ Engineers, Inc. P.O. Box 781208 • San Antonio, Texas 78278-1208 (210)641-21 12 • Fa x (210)641-2124 No Test Location 140 See Attached Map 141 See Attached Map 142 See Attached Map 143 See Attached Map 144 See Attached Map 145 See Attached Map 146 See Attached Map 147 See Attached Map 148 See Attached Map 149 See Attached Map 150 See Attached Map 151 See Attached Map 152 See Attached Map 153 See Attached Map East Parking Lot-6th Lift 154 See Attached Map 155 See Attached Map 156 See Attached Map 157 See Attached Map 158 See Attached Map See Attached Map See Attached Map See Attached Map 162 See Attached Map 163 See Attached Map 164 See Attached Map 165 See Attached Map 166 See Attached Map Remarks: The above tests meet project specifications. Test Method: Nuclear Gauge ASTM D 2922, D 3017 Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Lany Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P .E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt Drash Consulting Engineers, Inc. Material No. 10 6 4 10 1 6 2 10 2 2 10 10 10 2 1 2 10 10 10 2 6 2 10 3 2 10 10 Moisture Dry Density Percent Content W£Q Comnaction 21.4 97.7 97.7 17.9 104.5 98.1 22.0 90.3 97.0 19.0 101.7 100+ 24.0 94 .1 98 .0 17.3 105.6 99.1 19.9 103.0 100+ 20.3 97 .7 97.7 18.1 100.0 97.0 19 .1 103.6 100+ 22.6 95.0 95.0 19.6 99.5 99.5 19 .6 100.2 100+ 18.6 101.8 98.8 23.3 93.l 96.9 18.7 99.6 96.6 20.6 95.0 95.0 19.7 97 .6 97.6 20.2 100 .8 100+ 21.2 100.2 97.0 17.1 101.3 95.l 18 .3 101.3 98.3 19 .7 99.3 99.3 19.4 97.8 95.4 18.0 99.0 96.1 19.1 98.3 98.3 20.9 97.3 97.6 &3/cf8 Texas P.E. No. orts are for the exclusive use of the client and distribution noted for this particu lar project. Our reports represent only the samples taken and locations tested or observed · r personnel. They may not be representative or indicative of apparently identi cal or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduc ed without written approval of our firm. 202Mll 13-48 Page 2 of2 L ,O f !A ·l O~:.-I ;s9 AC.il(S THE 95,064 GARDEN CENTER 24,240 SF .~ -I I I I SCALE : 1 " lOO ' l Ci I ;c, :~ ,m~l ~~~ .. :: . I ----·- ;o · P vc )66) /Jii :.· ·- ··· ''• I Al .' .f i / / i i //:orash ~ l~ C o n sulti ng ~~' En gineers, Inc . REPORT OF SITE VISIT P.O . Bo x 781208 •Son Antonio, Texas 78278-1208 (210)641-2112 • Fo x(210)641-2124 Project: Home Depot Store University Drive at SH 6 College Station, Texas erryMapes Home Depot USA, Inc. 2800 Forest Lane Dallas , Texas 75234 Project N2 : 202Ml 113 Report N2 : 113-51 SITE VISIT ACTIVITIES Date of Service: 12-31-02 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Arrived at Site: 7: 15 am Construction Equipment on Site: (2) Excavators (2) Bulldozers (2) Sheepsfoot rollers (2) Motorgraders (3) Tractors with scraper attachments (1) Dump Truck \) Pneumatic roller J ) Water Truck Activities in Progress: Subcontractor: Kelly Burt Dozer • Robert Krupa with Kelly Burt Dozer determined ground is too saturated to effectively continue site work. Heavy overnight and early morning precipitation caused delay. • Telephone conference with Terry Mapes, Mike Fitgerald, Chuck Gregory, Paul Lowe and Rey Centino discussed items to be resolved. a) Continue overexcavation removal and backfill on remaining soft areas in building pad. Affected area will be measured for elevation pre and post excavation to determined volume of soil removed. b) Bum pit-pending. c) Roadway/ Service road surrounding building pad will be over excavated to competent soil and backfilled to subgrade level and fill placed in consecutive lifts . rts are for the exclusive use of the client and distribution noted for this particular project. Our reports rep resent only the samples taken and locations tested or observed by o .;o nn el. They may not be representative or ind icative of apparently identical or similar ma te rials that may be in the close proxi mity of the test or sample locations . This report shall not be rep roduced without written approval of our firm . DC E-T250.FRM/10196 202Mll 13-51 Page 1 of2 II-Drash ~ 7 Consulting ~\\ Engineers, Inc. P.O. Box 781208 •Son Antonio, Texas 78278-1208 (210) 641-2 11 2 •Fox (2 10) 641-2124 _r Tests Performed (see attached reports) 0 Sampled Materials for Lab Testing 0 Density Tests 0 Pier Installation Observation 0 Concrete Testing 0 Asphalt Testing 0 Other Photos Taken: No Informed Robert Krupa with Kelly Burt Dozer of observations and tests results before leaving site. Left Site: 11 :30 pm Attachments: Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E White-Spunner; Mr. Mike Fitzgerald .(elly Burt Dozer; Mr. Kelly Burt Drash Consulting Engi Work Breakdown Off Site Work: 0 hours ------On Site Work: 4.25 hours ------Building Work: 0 hours b/!z/ff Texas P.E . No. rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by ,;onnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm . DCE-T250 .FRM/l 0/96 202Ml 113-51 Page 2 of2 II-Drash ~ J Consulting ~l Engineers, Inc. P.O . Bo x 78 1208 • San An ton io. Texas 78278-1208 (210) 641-2 11 2 •Fa x (210) 641-2124 erryMapes Home Depot USA, Inc . 2800 Forest Lane Dallas, Texas 75234 IN-PLACE DENSITY TEST REPORT Project: Home Depot Store University Drive at SH 6 College Station, Texas Project NQ: 202Ml 113 Report NQ: 113-54 PROJECT INFORMATION AND TEST RESULTS Date of Service: 01-02-03 DCE Representative: Rey Centino Contractor: White Spunner Construction Subcontractor: Kelly Burt Dozer Comuaction Suecifications Moisture/Densitv Relationshius Percent of Moisture Optimum Maximum Compaction Maximum Content Moisture Density No. Materials Descriution Standard Density Range O/o illill 5 Light Brown Sandy Clay ASTMD698 95 0 to +4 18.0 104.0 10 Tan Sandy Clay ASTMD698 95 0 to+4 19.0 100 .0 2 Brown Tan Sandy Clay ASTMD698 95 0 to+4 18.0 103 .0 1 Tan Sandy Clay ASTMD698 95 0 to +4 23.0 96.0 7 Tan Sandy Clay ASTMD698 95 0 to+4 15.0 107.5 4 Tan Sandy Clay ASTMD698 95 0 to +4 22.0 93.0 3 Gray Clay ASTMD698 95 0 to +4 18.5 102.5 8 Orange/Brown Clayey Sand ASTMD698 95 0 to+4 12.5 117.5 Gray Brown Sandy Clay ASMTD 698 95 0 to+4 15.5 106.5 Pavement Subgrade, Non Select Fill Probe Depth: 6 inches Test Material Moisture Dry Density Percent No Test Location No. Content illill Comuaction East Parking Lot, 8th Lift 209 See Attached Map 4 25.3 92.9 99.8 210 See Attached Map 10 21.1 99 .9 99.9 211 See Attached Map 7 17.4 104.4 97.1 212 See Attached Map 2 18.0 100.4 97.4 213 See Attached Map 7 16.8 105.3 97 .9 214 See Attached Map 10 19.5 99.6 99.6 215 See Attached Map 5 19.3 103.1 99.1 216 See Attached Map 5 18.0 101.6 97.6 217 See Attached Map 2 19.4 103.8 100+ 218 See Attached Map 10 20.6 100.1 100+ 219 See Attached Map 3 22.2 99.2 96.7 220 See Attached Map 7 16.9 104.7 97.3 221 See Attached Map 10 21.6 99.1 99.1 222 See Attached Map 10 21.1 97.5 97.5 Middle of Parking Lot, Open Ditch Backfill 7' below Current Grade 223 See Attached Map 3 20.1 101.6 99.1 224 See Attached Map 4 25.8 93.5 100+ 225 See Attached Map 4 23.0 91.5 98 .3 orts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . Th is report shall not be reproduced without written approval of our firm. 202Mlll3-54 Page 1 of2 II-Dras h ~ :\\Consulting ~ Engineers, Inc. P.O . Box 78 12 08 • Sa n A ntoni o, Texas 782 78-1208 (2 10) 641 -2 11 2 •Fox (2 10) 64 1-2124 No Test Location 6' below Current Grade 226 See Attached Map 227 See Attached Map 228 See Attached Map 5' below Current Grade 229 See Attached Map 230 See Attached Map 231 See Attached Map 4' below Current Grade 232 See Attached Map 233 See Attached Map 234 See Attached Map 3' below Current Grade 235 See Attached Map 236 See Attached Map 237 See Attached Map 2' below Current Grade 238 See Attached Map 239 See Attached Map 240 See Attached Map 1 ' below Current Grade See Attached Map See Attached Map 243 See Attached Map Rem a r ks: The above tests meet project specifications . Test Method: Nuclear Gauge ASTM D 2922, D 3017 A dditional R eport Co pies: (1) WD Partners; Mr. T odd Sides (1) Greenberg Farrow Architecture, Inc .; Mr. Larry K oehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt Drash Con sulting E n gineers, I n c. Material Moisture Dry Density Percent No. Content ill.ill Com~action 3 21.3 101.2 98.7 2 20.7 102.0 99.0 4 22.2 92.5 99.4 8 14.5 114.3 97.2 8 13.6 116.4 99 .0 7 15.6 107.7 10 0+ 10 20.2 100:8 100+ 5 19.2 103 .5 99.5 3 20 .7 99.8 97.3 10 19.6 98.6 98.6 4 22.4 92.6 99.5 4 22.9 93.1 100+ 7 15.7 102.6 95.4 6 16.0 102.2 95 .9 1 25.3 96.3 10 0+ 1 23.3 98.5 100+ 3 22.5 100.0 97.5 1 23.4 97.0 10 0+ orts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed personnel. They may not be representative or indicative of apparently identical or simi lar materials that may be in the close proximity of the test or sample locations. This report shall not be reproduced wi thout written approval of our firm . 202M 1113 -54 Page 2 of2 L f '...O T I A !i LCiC:K i ; '.ISS A Ci~(S THE HOME 95,064 L\ ~· 1'-,, ... ,~ /;;' 1' '°" n.~-'f' D El~ .QT _v_i t<-C...C/_n oY\. SF .~ N/F r~< IH\'£S1M£NTS. L10 •1 1.49 ACRE 1RJ.Cl )( Vl417 f9 7 lOl ~, .. SLCD< 1 11 .322 AC.RES. ' oPc GARDEN CENTER 24,240 SF a ·-------··--- SCALE : 1" = 100' lOT l !J Ht.IJ·.:i1. I ·'o:.!! ;..(.:-::.::. J/ ~.-; :> .... ' ·- ' i / ! i I / .. / II-Drash ~ 7 Consulting ~\\Engineers , Inc. REPORT OF SITE VISIT P.O. Box 78 1208 • Son A nt o ni o. Texas 782 78-1208 (2 10)641-2 11 2 • Fox(2 10)64 1-2 124 Project: Home Depot Store University Drive at SH 6 College Station, Texas . Terry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 Project N2 : 202Ml 113 Report N2 : 113-55 SITE VISIT ACTIVITIES Date of Service: 01-03-03 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Arrived at Site: 7: 15 am Construction Equipment on Site: (2) Excavators (2) Bulldozers (3) Tractors with scraper attachments (2) Motorhraders (2) Sheepsfoot Roller (1) Pneumatic roller (1) Dump Truck (1) Water Truck Activities in Progress: Subcontractor: Kelly Burt Dozer • Continuation of excavation, NE section of building pad, extended towards service road. See attached map for locations of elevation points. • Overexcavation on sections of north and eastern section of building. Pad reveals firm, competent soil. a) Proofrolling with loaded 20-ton dump truck reveals stable surface. • Backfill placement, east section of building pad. a) Low spots backfilled in one foot increments, compacted and tested-see attached • Open ditch at the middle of building pad backfilled in one (1) foot increments, compacted and tested. • Geogrid, 1st layer, placed on west section of building pad at subgrade elevation of 263 .5. a) One foot over lap on firm soil observed. b) Grid anchored with plastic ties at 20' intervals. c) Geogrid extends five (5) feet outside building pad both ends. d) Fill back-dumped and advanced forward with bulldozer. rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by sonnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . TI1is report shall not be reproduced without written approval of our firm . DCE-T250 .FRM/l 0196 202Mlll3-55 Page 1 of2 II-Drash ~ 7 Consu lting ~\\ Engineers, Inc. P 0. Box 78 1208 • Son A nto n io. Texas 78278 -1 208 (2 10) 641-2 112 •Fox (2 10) 641-2124 ..:r Tests Performed (see attached reports) 0 Sampled Materials for Lab Testing 39 Density Tests 0 Pier Installation Observation 0 Concrete Testing 0 Asphalt Testing 0 Other Photos Taken: 1) 1st layer, geogrid at elevator 263.5 2) Fill advanced forward with bulldozer 3) Excavation and fill placement, east section of building pad Informed Paul Lowe with White Spunner Construction of observations and tests results before leaving site. Left Site: 6:00 pm Attachments: Yes Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1 Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. Bury+ Partners; Mr. Coy Armstrong, P.E ( White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt (1) City of College Station; Mr. Spencer G. Thompson, Jr . (1) City of College Station; Mr. Lance Simms, CBO Drash Consulting Engineers, Inc. Work Breakdown Off Site Work: 0 hours ----- On Site Work: 11.0 hours Building Work: 0 hours Texas P.E. No. rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tes ted or observed by .sonnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm . DCE-T250.FRM/10196 202Ml 113-55 Page 2 of 2 II-Dra sh ~ 7 Con sultin g ~\\ Engi neers, Inc . P.O. Box 781208 • Son Antonio. Texas 78278-1208 (210) 641-2 11 2 •Fox (210) 641-2 124 ferry Mapes Home Depot USA, fuc. 2800 Forest Lane Dallas, Texas 75234 IN-PLACE DENSITY TEST REPORT Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N2 : 202Ml 113 Report N2 : 113-56 PROJECT INFORMATION AND TEST RESULTS Date of Service: 01-03-03 DCE Representative: Rey Centino Contractor: White Spunner Construction Subcontractor: Kelly Burt Dozer Comnaction Snecifications Moisture/Densitv Relationshins Percent of Moisture Optimum Maximum Compaction Maximum Content Moisture Density No. Materials Descrintion Standard Density Range % illill 6 Grey Brown Sandy Clay ASTMD698 95 +1 to +5 15.5 106.5 7 Tan Sandy Clay ASTMD 698 95 0 to +4 15.0 107.5 2 Brown Tan Sandy Clay ASTMD 698 95 +1 to +5 18.0 103.0 5 Light Brown Sandy Clay ASTMD 698 95 +1 to +5 18.0 104.0 Report of tests on: Building Pad Subgrade, Non Select Fill Probe Depth: 6 inches Test Material Moisture Dry Density Percent Test Location No. Content illill Comnaction Open Ditch Backfill, Middle of Rightline See Attached Map 6 16.8 103.6 97.2 245 See Attached Map 7 15.1 105.3 97.9 246 See Attached Map 6 16.8 101.7 95.4 247 See Attached Map 7 15.8 108.2 100+ 248 See Attached Map 6 17.7 102.2 95 .9 Building Pad, 3' below 263.5 249 See Attached Map 6 16.6 102.3 96.0 250 See Attached Map 7 16.7 107.5 100+ 251 See Attached Map 7 17.3 107.8 100+ 252 See Attached Map 6 19.4 107 .9 100+ Building Pad backfill, East Half 253 See Attached Map 6 17.9 104.2 97.8 254 See Attached Map 2 19.0 102.6 99 .6 255 See Attached Map 5 19.2 103.1 99.1 256 See Attached Map 5 19.9 102.3 98 .3 Building Pad, at 2' below 263 .5 257 See Attached Map 6 18 .1 102.2 95.9 258 See Attached Map 2 19 .8 99.7 96 .7 259 See Attached Map 7 16.6 106.2 98 .7 260 See Attached Map 5 19.0 104.2 100+ 261 See Attached Map 6 17.9 104.5 98.1 orts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed personnel. They may not be representative or indicative of apparently identic al or similar mate ri als that may be in the close proximity of the test or sample locations . Th is report shall not be reproduced without written approval of our firm . 202Ml113-56 Page 1 of2 //:orash ~ ~\ Cons u lting ~ Engineers, Inc. P.O . Box 78 120 8 • Sa n A nto ni o, Texas 78278 -1208 (2 10) 641 -2 112 •Fax (2 10 ) 64 1-2124 Material Moisture No Test Location No. Content 262 See Attached Map 5 20.2 263 See Attached Map 2 19 .8 264 See Attached Map 7 18.5 265 See Attached Map 7 17.5 266 See Attached Map 6 18.3 267 See Attached Map 5 19.5 268 See Attached Map 7 17.7 Building Pad, At 1' below 263 .5 269 See Attached Map 2 21.3 270 See Attached Map 7 17.7 271 See Attached Map 10 21.5 272 See Attached Map 5 19.0 273 See Attached Map 3 19.8 274 See Attached Map 2 19.7 275 See Attached Map 10 21.1 276 See Attached Map 2 19.8 277 See Attached Map 6 19.3 278 See Attached Map 7 19.3 279 See Attached Map 6 21.4 280 See Attached Map 5 21.0 281 See Attached Map 2 22.0 See Attached Map 10 21.7 :&: .... darks: The above tests meet project specifications. Test Method: Nuclear Gauge ASTM D 2922, D 3017 Advised project personnel representing White Spunner Construction of these density results. Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt (1) City of College Station; Mr. Spencer G. Thompson, Jr. (1) City of College Station; Mr. Lance Simms, CBO Drash Consulting Engineers, Inc. Dry Density Percent ill£!1 Com~action 101.8 97 .8 103.9 100+ 106.2 98.7 107.4 99.9 101.3 95.1 100.9 97.0 104 .3 97 .0 101.5 98.5 103.0 95.8 95.l 95.1 102.4 98.4 99.7 97.2 100.7 97.7 97.4 97.4 99.l 96.2 105.2 98.7 107.8 100+ 105.2 98 .7 106.2 100+ 103.5 100+ 100.l 100+ C::J/qg Texas P.E. No. orts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm. 202Ml 113-56 Page 2 of2 ; .C.UlS THE SCALE : !" = 100' Lc.Jl i G l~l tJ~'.K 1 .1 O~.C. .-.Cli c ".:l 10· l'.U.[ J66.J /.JIJ ··:. I /~ ' c.... OJ :J 0 (7) 0 w ..... 0 U1 0 OJ E ..... .... .... 0 E 0 OJ .,.. lll ~ CD ...J CD CD ~ (7) I ~ ..... (7) w " I\) w ~ 1 I 12.. (T) CD ...... ..,. I CD ..,. CD en ["- en "··- ...... ' ' .... ~~· lJ) " ~ .. , I a , '· I ...... ',, ' (T) , Xi\ ~x t\i ~ . '.. l \1 'I . \ 1 I , I . ----- 274.00 \ ' \ \ ., \ \ \ \ \ \ i ! : J 1 ~ \ \ \ \ \ \ \ \ \ \ \ - 2-n .so \. ' \ \ \ \ \ \ ' \ ' \ •. \ \ \. 7 4 .00 \ ---- ---- I.El ~ \ \ " -........ -- " " "· //-Drash ~ 7 Consulting ~\\Engineers, Inc. REPORT OF SITE VISIT P.O. Box 781208 • San A ntonio. Texas 78278-1208 (210) 641-21 12 • Fax (210) 641-2124 Project: Home Depot Store University Drive at SH 6 College Station, Texas erryMapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 Project NQ: 202Ml 113 Report NQ: 113-57 SITE VISIT ACTIVITIES Date of Service: 01-04-03 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Arrived at Site: 7: 15 am Construction Equipment on Site: (2) Excavators (2) Bulldozers (3) Tractors with scraper attachments (2) Motorgraders (2) Sheepsfoot Rollers (1) Pneumatic Roller (1) Dump Truck (1) Water Truck (1) Front-end Loader Activities in Progress: • Fill placement, west parking lot. Subcontractor: Kelly Burt Dozer • Fill placement, east building pad, compaction, and density tests -see attached • Continued removal of unsuitable material from north-central section of building pad. • Fill placement, west section of building pad, on areas post placement of 1st layer of geogrid . • Fill placement, east parking lot. • Fill placement, east section of building pad, in areas post-excavated to competent soil. • Continuation of geogrid placement over subgrade, eastward. • Approximate distance of geogrid placement is at or near middle section of building pad. • Overexcavated surface area remains firm and stable, even under heavy traffic from equipment. • No signs of water seepage along perimeters of building pad. • Overexacation and removal of unsuitable material on north-eastern section of building pad extended approximately 25' beyond building pad. • Stockpiled material still remains in middle section of parking lot now that sitework is concentrated on building pad. • Total sections of building pad thoroughly cleared of unsuitable material. rts are for the exclusive use of the client and distribution noted for this particular project. Our reports repres en t only the samples taken and locations tested or observed by sonnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm. DCE-T250 .FRM/l 0/96 202Ml 113-57 Page 1 of 2 //-l\orash ~ t~ Con sulting ~l Engineers, Inc. P.O. Box 78 1208 •So n A nt o ni o. Texas 78278-1208 (2 10)64 1-2 112 • Fox(2 10)64 1-212 4 ~t Tests Performed (see attached reports) 0 Sampled Materials for Lab Testing 61 Density Tests 0 Pier Installation Observation 0 Concrete Testing 0 Asphalt Testing 0 Other Photos Taken: No Informed Paul Lowe with White Spunner Construction of observations and tests results before leaving site. Left Site: 6:00 pm Attachments: Yes Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P .E. (1 Bury+ Partners; Mr. Coy Armstrong, P.E M'hite-Spunner; Mr. Mike Fitzgerald K.elly Burt Dozer; Mr. Kelly Burt City of College Station; Mr. Spencer G. Thompson, Jr. City of College Station; Mr. Lance Simms, CBO Drash Consulting Engineers, Inc. Reported By: Alfredo Belfort Work Breakdown Off Site Work: 0 hours On Site Work: 11.0 hours Building Work: 0 hours &:>~~g Texas P.E. No. irts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by .sonnet. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm . DCE-T250 .FRM/l 0/96 202Ml 113-57 Page 2 of2 II-Drash ~ 7 Consulting ~\\Engineers, Inc. P.O. Box 781208 • San Antonio, Texas 78278-1208 (210) 641-21 12 •Fax (210) 641-2124 ferry Mapes Home Depot USA, Inc, 2800 Forest Lane Dallas, Texas 75234 IN-P LACE DENSITY TEST REPORT Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N2 : 202Ml 113 Report N2 : 113-58 PROJECT INFORMATION AND TEST RESULTS Date of Service: 01/04/03 DCE Representative: Rey Centino Contractor: White Spunner Construction Subcontractor: Kelly Burt Dozer Comnaction Snecifications Moisture/Density Relationshins Percent of Moisture O ptimum Maximum Compaction Maximum Content Moisture Density No. Materials Descrintion Standard Density Range O/o fuill 6 Grey Brown Sandy Clay ASTMD 698 95 +1 to +5 15.5 106.5 7 Tan Sandy Clay ASTMD 698 95 +1 to +5 15.0 107.5 2 Brown Tan Sandy Clay ASTMD 698 95 +1 to +5 18 .0 103 .0 5 Light Brown Sandy Clay ASTMD 698 95 +1 to +5 18.0 104 .0 1 Tan Sandy Clay ASTMD 698 95 +1 to +5 23 .0 96 .0 3 Grey Clay ASTMD698 95 +1 to +5 18.5 102 .5 10 Tan Sandy Clay ASTMD 698 95 +1 to +5 19 .0 100.0 8 Orange/Brown Clayey Sand ASTMD 698 95 +1 to +5 12.5 117.5 rt of tests on: Building Pad Subgrade on Select Fill Probe Depth: 6 inches Test Material Moisture Dry Density Percent No Test Location No. Content fuill Comnaction East Section Building Pad, Balanced Grade of 263 .5 283 See Attached Map 10 20.l 96.7 96.7 284 See Attached Map 1 24.4 96.2 100+ 285 See Attached Map 10 23.4 98.0 98.0 286 See Attached Map 6 18.4 103.5 97.1 287 See Attached Map 7 17.7 106.2 98 .7 288 See Attached Map 3 20 .7 101.0 98.5 289 See Attached Map 2 20.0 101.8 98 .8 290 See Attached Map 6 16.5 103.0 96.7 291 See Attached Map 10 20.7 100.4 100+ 292 See Attached Map 8 15.2 111.7 95.0 293 See Attached Map 10 22.4 97.4 97.4 294 See Attached Map 2 20.5 100.3 97 .3 295 See Attached Map 7 16.5 106.4 98.9 296 See Attached Map 8 14.l 113.1 96.2 297 See Attached Map 6 16 .7 106.3 99.8 298 See Attached Map 7 17.4 104.0 97.6 299 See Attached Map 6 18.2 103 .3 96 .9 300 See Attached Map 2 9.8 101.6 98.6 oorts are for the exclusive use of the client and distribution noted for this particu lar project. Our reports repres ent only the samples taken and loc ations tested or observed personnel. They may not be representative or indicative of apparently identical or similar materials that ma y be in the close proximity of the te st or sample locations . This report shall not be reproduced without written approval of our firm . 202Mlll3-58 Page 1 of3 //:orash ~ ~\ Consulting ~ Engineers, Inc. P.O . Box 78 1208 •Sa n A ntonio. Texas 78278-1208 (2 10) 641 -2 11 2 •Fax (2 10) 641-2124 Material Moisture Dry Density Percent No Test Location No. West Building Pad -1st Layer of Grid, 1st Lift Content ill£!} Compaction 301 See Attached Map 7 17.2 102.7 95 .5 302 See Attached Map 6 18.2 102.5 96.2 303 See Attached Map 7 17.9 104.8 97.4 304 See Attached Map 7 16.3 104.9 97 .5 305 See Attached Map 7 16.6 105.6 98 .2 306 See Attached Map 7 16.8 104.1 96 .8 307 See Attached Map, 2nd Lift 2 19.7 99.6 96.6 308 See Attached Map 6 16 .6 103.4 97.0 309 See Attached Map 7 18.1 102.2 95 .0 310 See Attached Map 7 16 .1 103.4 96.1 311 See Attached Map 5 20 .0 101.4 97 .5 312 See Attached Map 10 21.3 100 .3 100 + 313 See Attached Map, 3rd Lift 10 23 .5 97.7 97.7 314 See Attached Map 4 23 .7 91.7 98 .6 315 See Attached Map 7 18 .3 106.3 98.8 316 See Attached Map 2 21.7 102 .6 99.6 317 See Attached Map 6 19 .1 105.4 98.9 318 See Attached Map 2 21.3 101.6 98.6 319 See Attached Map 5 21.7 101.0 97.1 320 East Building Pad, 2' below 263.5, See Attached map 2 20.7 102.3 99.3 See Attached Map 2 19.6 103.0 100.0 See Attached Map 7 19.5 107.0 99.5 See Attached Map 6 20.8 105.9 99.4 324 See Attached Map 2 21.9 102.3 99.3 325 See Attached Map 6 19.9 103.4 97.0 326 See Attached Map 2 19.8 102.8 99.8 327 See Attached Map 7 16.0 105.1 97.7 328 See Attached Map 6 17.8 103.4 97.0 329 See Attached Map 6 16.7 104.0 97.6 330 See Attached Map 7 17.4 106.1 98.6 Remarks: The above tests meet project specifications. Test Method: Nuclear Gauge ASTM D 2922, D 3017 Advised project personnel representing White Spunner Construction of these density results. orts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or ob served personnel. They may not be representative or indicative of apparently id entical or similar mat erials that may be in the clo se proximity of the test or sample locations . This report shall not be reprodu ce d without writte n approval of our firm. 202M1113-58 Page 2 of3 //:orash ~ t~ Consulting ~l' Engineers, Inc. P.O. Box 781208 • San Antonio, Texas 78278-1208 (2 10)641 -21 12 • Fa x(2 10)641 -2124 Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P .E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt (1) City of College Station; Mr. Spencer G. Thompson, Jr. (1) City of College Station; Mr. Lance Simms, CBO Drash Consulting Engineers, Inc. Work Breakdown Off Site Work: hours On Site Work: hours Building Work: hours ~Jfcf!?> Texas P.E. No. orts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed . personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm. 202M1113-58 Page 3 of3 ') D ,.. j ,.. j 0 1 IA ·LC;(to'; "' 'i9 .a.(.itlS THE HOME 95,064 I I i: , • I I I: : I >~I ., "} 3 ,,s DEPOT J)i SF _ N:1 " r;;;-, loULh IH'<t:Sll•EN~-. • " 49 ACRL Hia.Cr > V.)417 F97 @> @)) ~ SCALE: 1" 100' dil Hi -~ ~~~~J·.~~ l~t !o : 'O ' PU£ )66.J /JIJ ., :..' '·· ::· ...... : ., ,,, "· / I j) ! I I .. .1 ! //:orash ~ '~ Consulting ~t' Engineers, Inc. REPORT OF SITE VISIT P.O. Box 781208 •Son Antonio, Texas 78278-1208 (210) 641-2 11 2 •Fox (210) 641-2124 Project: Home Depot Store University Drive at SH 6 College Station, Texas . Terry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 Project N.Q: 202Ml 113 Report N.Q: 113-59 SITE VISIT ACTIVITIES Date of Service: 01-05-03 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Arrived at Site: 7:15 am Construction Equipment on Site: (3) Tractors with scraper attachments (2) Bulldozers (1) Front-end roller (2) Motorgraders (1) Pneumatic roller (2) Sheepsfoot rollers (2) Excavators (1) Dump Truck (1) Water Truck Activities in Progress: Subcontractor: Kelly Burt Dozer • Removal of stockpiled material, middle of parking lot by hauling off jobsite, and placing on Lot 2R Block 1. • Fill placement, east building pad, on low spots to balance grade of 263.5. • Compaction and density tests, east building pad (see attached) • Fill placement, north of building pad, from central r\section, easterly direction • West building pad, first 150' from west, 3rd lift post placement of 1st layer of geogrid, watered preceding placement of 2nd layer of geogrid. • Bum pit, front of store, located approximately 60' S, 50'W of South section of building pad at 280' mark, excavated 2' to elevation of 265.0. a) Excavated to radius of 35' from centerline of bum pit. b) Gross debris removed, thoroughly compacted and aerated. c) Geo grid to be placed in 2 layers. d) See attached sketch. Jrts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by sonnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations. This report shall not be reproduced without written approval of our firm . DCE-T250 .FRM/10/96 202Ml 113-59 Page 1of2 II-Dr ash ~ 7 Consulting ~\\Eng ineers, Inc. P.O. Box 781208 • Son Antonio, Texas 78278-1208 (210) 641-2112 •Fox (210) 641-2124 _.e r Tests Performed (see attached reports) 0 Sampled Materials for Lab Testing 74 Density Tests 0 Pier Installation Observation 0 Concrete Testing 0 Asphalt Testing 0 Other Photos Taken: Bum pit, front of store, post excavation at 2' deep x 35' radius from centerline at elevation 265.0. Informed Robert Krupa with Kelly Burt Dozer of observations and tests results before leaving site. Left Site: 6:00 pm Attachments: Yes Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P .E . (1 Bury+ Partners; Mr. Coy Armstrong, P.E White-Spunner; Mr. Mike Fitzgerald elly Burt Dozer; Mr. Kelly Burt City of College Station; Mr. Spencer G. Thompson, Jr. City of College Station; Mr. Lance Simms, CBO Drash Consulting Engineers, Inc. Work Breakdown Off Site Work: 0 hours ----- On Site Work: 11.0 hours Building Work: 0 hours 63/~'$ Texas P.E . No . rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by ,so nnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample location s. This report shall not be rep rod uced without written approval of our firm . DCE-T250 .FRM/10/96 202Ml 113-59 Page 2 of 2 II-Drash ~ 7 Consulting ~\\ Engineers, Inc. P.O. Box 78 12 08 • San Antonio, Texas 78278-1208 (210) 641-2 11 2 •Fax (210) 641-2124 erryMapes Home Depot USA, Inc . 2800 Forest Lane Dallas , Texas 75234 IN-PLACE DENSITY TEST REPORT Project: Home Depot Store University Drive at SH 6 College Station, Texas Project NQ: 202Ml 113 Report N2 : 113-60 PROJECT INFORMATION AND TEST RESULTS Date of Service: 01-05-03 DCE Representative: Rey Centino Contractor: White Spunner Construction Subcontractor: Kelly Burt Dozer Comnaction Suecifications Moisture/Densi!Y Relationshins Percent of Moisture Optimum Maximum Compaction Maximum Content Moisture Density No. Materials Descrintion Standard Densitv Range % ill£!} 6 Grey Brown Sandy Clay ASTMD 698 95 +1 to +5 15 .5 106.5 7 Tan Sandy Clay ASTMD698 95 +1 to +5 15.0 107.5 2 Brown Tan Sandy Clay ASTMD 698 95 +1 to +5 18.0 103.0 3 Grey Clay ASTMD 698 95 +1 to +5 18.5 102.5 10 Tan Sandy Clay ASTMD698 95 +1 to +5 19.0 100.0 12 Dark Gray Clay ASTMD698 95 +1 to +5 16 .5 104 .5 15 Dark Brown/ Tan Sandy Clay ASTMD698 95 +1 to +5 13.5 113.0 8 Orange/Brown Clay Sand ASTMD698 95 +1 to +5 12.5 117.5 Light Brown/ Dark Brown Clay Mix ASTMD698 95 +1 to +5 20.0 98.0 Tan Sandy Clay ASTMD698 95 +1 to +5 23 .0 96.0 Light Brown Sandy Clay ASTMD698 95 +1 to +5 18.0 104 .0 16 Tan/Brown Clay Mix ASTMD698 95 +1 to +5 19 .0 99.5 4 Tan Sandy Clay ASTMD698 95 +1 to +5 22.0 93.0 17 Light Brown/Dark Brown Clay Mix ASTMD698 95 +1 to +5 17.0 104.5 Report of tests on: Building Pad Non Select Fill Probe Depth: 6 inches Test Material Moisture Dry Density Percent No Test Location No. Content ill£!} Comnaction East Building Pad, Balanced Grade of 263 .5 344 See Attached Map 2 22.2 100.6 97.6 345 See Attached Map 3 23.6 100.5 98.0 346 See Attached Map 10 22.2 100.8 100+ 347 See Attached Map 10 23.7 98 .7 98.7 348 See Attached Map 2 19.5 101.4 98.4 349 See Attached Map 6 17.4 101.5 95.3 350 See Attached Map 2 20.0 102.1 99 .1 351 See Attached Map 7 18.0 104.6 97.3 352 See Attached Map 7 16 .1 102.2 95.0 353 See Attached Map 7 16 .1 105.8 98.4 354 See Attached Map 15 16.7 108.3 95.8 355 See Attached Map 8 13.8 115 .2 98.0 iorts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed personnel. They may not be representative or indicative of apparently id entical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm. 202M1113-60 Page 1 of3 II-Drash ~ :\\Consulting ~ Engineers, Inc. P.O. Box 781208 • San Antonio, Texas 78278-1208 (210) 641-2 112 •Fax (210) 641-2 124 Material Moisture Dry Density Percent No Test Location No. Content illill Com~action 356 See Attached Map 15 14.5 111.3 98.4 357 See Attached Map 10 20.4 97 .3 97.3 358 See Attached Map 10 20.5 95 .2 95.2 359 See Attached Map 10 21.0 95.3 95 .3 360 See Attached Map 12 17.8 101.6 97.2 361 See Attached Map 6 18.7 101.2 95.0 362 See Attached Map 12 18.1 100.0 95.6 363 See Attached Map 6 18.5 101.2 95.0 364 See Attached Map 3 20.4 100.4 97.9 365 See Attached Map 2 20.2 99.5 96.6 366 See Attached Map 12 18.0 99.8 95.5 367 See Attached Map 14 24.6 98.5 100+ 368 See Attached Map 1 27.1 97.5 100+ 369 See Attached Map 10 22.9 99.7 99.7 370 See Attached Map 5 21.3 101.1 97.2 371 See Attached Map 3 23 .l 98 .8 96.3 372 See Attached Map 2 21.1 99.1 96.2 373 See Attached Map 15 16.7 110.4 97.6 374 See Attached Map 15 16.0 110.6 97.8 375 See Attached Map 7 17.2 105.8 99.3 376 See Attached Map 6 18.2 103.4 97.0 See Attached Map 15 18.3 108.7 96.1 See Attached Map 15 19.6 108.6 96 .l East Parking Lot-9th Lift 379 See Attached Map 10 22.3 95.9 95.9 380 See Attached Map 7 17.0 105.9 98.5 381 See Attached Map 7 15.9 107.4 99.9 382 See Attached Map 10 21.8 95.2 95.2 383 See Attached Map 4 25.7 91.7 98.6 384 See Attached Map 4 22.0 93.l 100+ 385 See Attached Map 3 21.2 100.0 97.5 386 · See Attached Map 16 22.5 99.9 100+ 387 See Attached Map 4 23.4 91.9 98.8 388 See Attached Map 4 25.5 90 .3 97.0 389 See Attached Map 2 20.2 100.3 97.3 390 See Attached Map 3 20.5 99.7 97.2 391 See Attached Map 5 20.7 102.8 98.8 392 See Attached Map 2 19.6 103.4 100+ 393 See Attached Map 6 17.4 104.0 97.6 394 See Attached Map 7 18.7 103.3 96.0 395 See Attached Map 3 19.7 102.6 100+ 396 See Attached Map 5 21.3 100.9 97 .0 397 See Attached Map 3 20.2 99.2 96.7 398 See Attached Map 1 24.0 95.7 99 .6 399 See Attached Map 3 22.4 99.8 97.3 JOrts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed personnel. They may not be represen tative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm. 202M1113-60 Page 2 of3 //:orash ~ t~ Con sulting ~l' Engineers, Inc. Test No 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 P.O. Box 78 1208 •San Antonio, Texas 78278-1208 (210) 641-2 11 2 •Fax (210) 641-2124 Test Location See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map West Parking Lot-8th Lift See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map rks: The above tests meet project specifications. Test Method: Nuclear Gauge ASTM D 2922, D 3017 Material Moisture No. Content 2 21.0 7 16.1 6 16.8 4 25.0 1 25.6 17 17.8 17 18 .5 2 21.6 17 19.3 6 18.8 2 20.3 17 19.0 6 16.9 17 18.4 17 19 .3 15 14.5 22 19.2 2 19.7 Advised project personnel representing White Spunner Construction of these density results. Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald {l) Kelly Burt Dozer; Mr. Kelly Burt (1) City of College Station; Mr. Spencer G. Thompson, Jr. (1) City of College Station; Mr. Lance Simms, CBO Drash Consulting Engineers, Inc. Rep By: Dan Jacobs, r. Dry Density Percent ll!ill Com~action 101.1 98.l 105.1 97 .7 104.7 98.3 91.7 98.6 94.9 98.8 101.7 97.3 102.0 97.6 102.6 99.6 102.6 98.l 106.8 100+ 98.5 95.6 99.9 95.5 104.1 97.7 102.3 97.8 104.8 100+ 108.4 95.9 102.5 98.0 97.9 95.0 C?/~g Texas P.E. No. orts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or samp le locations . This report shall not be reproduced without written approval of our firm . 202M1113-60 Page 3 of3 D 2.. ) ) l OT IA !il OC K l ) ~ ~S 9 A C'1(~ '. Off'ICE Pl<G. THE HOME DEPOT 95,064 SF .,,.s"t> . -"'' WOl.f"t lli\'EST/JENTS l TO ll .~9 ~CRr THACT . V3<17 f!i7 1" ..... , ".\--\ 1~ -;':fl.- )l°S" H·J >'+"" } (. ~ 71.1- ~ GARDEN11.." CENTEF\'s"' 24,240 SF , '>'1' "'"" SCALE : 1" 1 DO ' i..o r l O Ht l.J~i': I J CJ~~ .J.CH::-:. -~--- 20' PtJ.C .J66J /JIJ //=.ora sh ~ t~ Consulting ~l't Engineers, Inc. REPORT OF SITE VISIT P.O. Box 78 1208 •San Ant onio, Texas 78278-1208 (2 10) 64 1-2 112 •Fax (2 10) 641-2 124 Project: Home Depot Store University Drive at SH 6 College Station, Texas ~~-Terry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 Project N2 : 202Ml 113 Report N2 : 113-65 SITE VISIT ACTIVITIES Date of Service: 01-08-03 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Arrived at Site: 7:15 am Construction Equipment on Site: (1) Excavators (1) Bulldozers (1) Motorgraders (1) Sheepsfoot rollers (1) Pneumatic roller (1) Tractors with scraper attachments Activities in Progress: Subcontractor: Kelly Burt Dozer • Additional 2nd layer of geogrid placed on building pad from 130 ' from west to 250' • Fill placement, middle parking lot, to level surface. Density tests see attached • Site grading, east building pad, over 1st layer of geogrid, 3rd lift • Fill placement, NE section of garden center. • Fill placement east of garden center • Fill placement west section of building pad at elevation 266.5 • 1st layer geogrid placed on truck dock and placed with fill • Vegetation (primarily tree fragments) separated and removed from stock piled material • Fill placement from central parking lot eastward • Additional "bullrock" added to entrance roadway for dirt control (city of College Station complained that haul trucks were tracking in main thoroughfare to adjacent restaurants) rts are for the exclusive use of the client and distribution noted for this parti cular project. Our reports represent only the samples taken and locations tested or obs erved by , sonnel. They may not be repres entati ve or indicative of apparently identical or similar materials that may be in the close proxi mity of the test or sample locations . This report sh all not be reproduced without written approval of our firm . DCE-T250 .FRM/!0/96 202Ml 113-65 Page 1 of2 //:orash ~ t~ Consulting ~tl Engineers, Inc. P.O. Box 781208 • Son Anto n io, Texas 78278-1208 (210)641-2 11 2 • Fox(210)641-2124 ~r Tests Performed (see attached reports) 0 Sampled Materials for Lab Testing 87 Density Tests 0 Pier Installation Observation 0 Concrete Testing 0 Asphalt Testing 0 Other Photos Taken: No Informed Robert Krupa with Kelly Burt Dozer of observations and tests results before leaving site. Left Site: 6:30 pm Attachments: Yes Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1 Bury+ Partners; Mr. Coy Armstrong, P.E ite-Spunner; Mr. Mike Fitzgerald ,(elly Burt Dozer; Mr. Kelly Burt City of College Station; Mr. Spencer G. Thompson, Jr. City of College Station; Mr. Lance Simms, CBO Drash Consulting Engineers, Inc. Work Breakdown Off Site Work: 0 hours ----- On Site Work: 11.0 hours Building Work: 0 hours ~5/cr& Texas P.E. No. rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by .;onnel. They may not be represen ta tive or indicative of apparently identical or similar materials that may be in the close proxi mity of the test or sample locations. This report shall not be reproduced without written approval of our firm. DCE-T250.FRM/10/96 202M1113-65 Page 2 of 2 //=.or ash ~ t~ C onsulti n g ~ll Engineers, Inc. P.O. Box 781208 •San A ntonio, Texas 78278-1208 (2 10) 641-2112 •Fax (210) 641-2124 erryMapes Home Depot USA, Inc . 2800 Forest Lane D allas, Texas 7523 4 IN-PLACE DENSITY TEST REPORT Project: Home D epot Store University Drive at SH 6 College Station, Texas Project N.!!: 202Ml 113 Report N.!!: 113-66 PROJECT INFORMATION AND TEST RESULTS Date of Service: 01-08 -03 DCE Representative: ReyCentino Contractor: White Spunner Construction Subcontractor: Kelly Burt Dozer Comnaction Snecifications Moisture/Densitv Relationshins Percent of Moisture Optimum Maximum Compaction Maximum Content Moisture Density No. Materials Descrintion Standard Den sill'. Range O/o ll!ill 1 Tan Sandy Clay ASTMD 698 95 +1 to +5 23.0 96 .0 2 Brown Tan Sandy Clay ASTMD 698 95 +1 to +5 18 .0 103 .0 4 Tan Sandy Clay ASTMD 698 95 +1 to +5 22 .0 93 .0 5 Light Brown Sandy Clay ASTMD698 95 +1 to +5 18 .0 104 .0 6 Grey Brown Sandy Clay ASTMD 698 95 +1 to +5 15.5 106 .5 7 Tan Sandy Clay ASTMD 698 95 +1 to +5 15.0 107.5 10 Tan Sandy Clay ASTMD 698 95 +1 to +5 19.0 100.0 12 Dark Gray Clay ASTMD 698 95 +1 to +5 16.5 104.5 Light Brown/ Dark Brown Mix Clay ASTMD698 95 +1 to +5 20.0 98 .0 Dark Brown/ Tan Sandy Clay ASTMD698 95 +1 to +5 13.5 113.0 Light Brown/Dark Brown Clay Mix ASTMD 698 95 +1 to +5 17.0 104.5 18 Tan/Brown Gravelly Clay ASTMD 698 95 +1 to +5 19.5 98.5 19 Light Tan Sandy Clay ASTMD698 95 +1 to +5 17 .5 100 .5 21 Tan Sandy Clay ASTMD 698 95 +1 to +5 19.5 100.0 22 Grey/ Clay Sandy ASTMD 698 95 +1 to +5 17 .0 104 .5 Report of tests on: Building Pad Non Select Fill Probe Depth : 6 inches Test Material Moisture Dry Density Percent No Test Location No. Content mill Comnaction East Building Pad, 1st Lift 539 See Attached Map 7 18.3 104.9 97.5 540 See Attached Map 22 18.7 103.5 98 .9 541 See Attached Map 7 17.9 106.1 98 .6 542 See Attached Map 7 17.9 107.3 99.8 543 See Attached Map 22 21.0 103.4 98.9 544 See Attached Map 22 21.9 101.0 100 .0 545 See Attached Map 6 18.1 103.5 97.1 546 See Attached Map 22 21.7 100.4 96.0 547 See Attached Map 22 19.9 101.9 97 .5 548 See Attached Map 2 19 .8 100.3 97 .3 549 See Attached Map 6 17.1 121.4 97 .3 Jorts are fo r th e ex clu s ive use of th e client and distribution noted fo r thi s partic ular proj ect. Our re ports re present onl y the samples take n and location s tested or ob served personn el. They may not be representative or in dicative of apparentl y id entical or similar materials th at may be in th e close proxi mi ty of the tes t or sample loc ati ons . This rep ort shall not be re produced withou t written approval of our fi rm. 202M1113-66 Page 1of4 II-Drash ~ :\\'Consulting ~ Engineers, Inc. P.O. Box 78 1208 • San Anton io, Texas 78278-1208 (210)641-21 12 • Fax(210)641-2 124 Material Moisture Dry Density Percent No Test Location No. Content illill Com~action 550 See Attached Map 22 18.5 101.2 96.8 551 See Attached Map 19 18.7 97 .9 97.4 552 See Attached Map 22 21.9 103.8 99.3 553 See Attached Map 15 18.4 108.4 95.9 554 See Attached Map, 2nd Lift 7 19 .2 106.9 99.4 555 See Attached Map 7 19.4 105.8 98.4 556 See Attached Map 2 19.3 101.9 98.9 557 See Attached Map 22 18.1 101.6 97.2 558 See Attached Map 6 20.2 103.6 97.2 559 See Attached Map 6 20.1 105.5 99.0 560 See Attached Map 5 20 .2 103.3 99.3 561 See Attached Map 22 21.9 103.8 99.3 562 See Attached Map 6 16.6 101.9 95.6 563 See Attached Map 5 19.3 102.8 98.8 564 See Attached Map 1 24.l 96.1 100+ 565 See Attached Map, 3rd Lift 2 19.2 101.1 98.1 566 See Attached Map 10 24.0 97.0 97.0 567 See Attached Map 19 22.7 97.7 97.2 568 See Attached Map 22 18.7 103.8 99.3 569 See Attached Map 21 22.5 97.8 97.8 570 See Attached Map 10 21.6 100.0 100.0 See Attached Map 14 23.2 98 .0 100.0 See Attached Map East Building Pad, 3rd Lift 2 21.7 100.3 97.3 573 See Attached Map 5 20.9 101.3 97.0 574 See Attached Map 10 22.6 99.4 99.4 575 See Attached Map 14 23.5 94.l 96.0 576 See Attached Map 2 22.9 98.9 96.0 577 See Attached Map 22 20.5 99.6 95.3 578 See Attached Map 2 22.7 98.7 95.8 579 See Attached Map 10 21.2 100.6 ·100+ 580 See Attached Map 5 19.9 98.9 95.0 581 See Attached Map 10 21.6 96.3 96.3 582 See Attached Map 6 16.6 105.5 99.0 583 See Attached Map 7 17.5 105.7 98.3 584 See Attached Map 6 16.5 106.0 99.5 585 See Attached Map 10 22.4 99.7 99.7 586 See Attached Map 10 24.1 97.l 97.l 587 See Attached Map 2 21.5 99.9 96.9 588 See Attached Map 4 25.8 93.7 99.6 589 See Attached Map 6 18.8 104.6 98 .2 590 See Attached Map 7 18.5 106.3 98.8 591 See Attached Map 7 18.7 105.l 97.7 592 See Attached Map 6 18.4 104.2 97.8 orts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report sh all not be reproduced without written approval of our firm . 202Mll 13-66 Page 2 of 4 II-Drash ~ :\\Consulti ng ~ Engineers, Inc. P.O. Bo x 781208 •San Antonio, Texas 78278-1208 (210) 641-2112 •Fa x (2 10) 641-2124 Material Moisture Dry Density Percent No Test Location No. Content illill Comilaction 593 See Attached Map 6 18.0 106.1 99.6 594 See Attached Map 5 19 .2 103.0 99.0 595 See Attached Map 6 18.8 103.3 96.9 596 See Attached Map 2 19.7 102.0 99.0 597 See Attached Map 5 18.4 103.7 99.7 598 See Attached Map 7 18.8 106.3 98.8 Middle Parking Lot -Post Excavation of stockpiled, unsuitable material, Final Lift 599 See Attached Map 3 19.6 99.6 97.1 600 See Attached Map 4 22.8 94.3 100+ 601 See Attached Map 17 18.8 99.8 95.5 602 See Attached Map 10 19.6 99.8 99.8 603 See Attached Map 12 19.0 99.4 95.l 604 See Attached Map 10 19.3 99.8 99.8 605 See Attached Map 3 20.5 100 .9 98.4 606 See Attached Map 10 20.6 95.2 95.2 607 See Attached Map 1 24.9 95.4 99 .3 608 See Attached Map 18 20.7 97.6 99.0 609 See Attached Map 7 17.2 106.5 99.0 610 See Attached Map 1 24.3 96.8 100+ 611 See Attached Map 6 18.9 105.3 98.8 West Building Pad, 2nd Lift See Attached Map 6 19.2 103.0 96.7 See Attached Map 5 22.6 101.6 97.6 See Attached Map 7 19.7 104.3 97.0 615 See Attached Map 17 19.1 102.9 98.4 616 See Attached Map 2 21.8 100.1 97.l 617 See Attached Map 6 18.3 103.8 97.4 618 See Attached Map 17 21.2 104.4 99.9 619 See Attached Map 5 22.2 100.5 96.6 620 See Attached Map 10 22.l 97.4 97.4 621 See Attached Map 5 20.0 103.8 99.8 622 See Attached Map 2 20.8 99.8 96.8 623 See Attached Map 7 16.0 105.3 97.9 624 See Attached Map 6 17.1 103.1 96.8 Remarks: The above tests meet project specifications. Test Method: Nuclear Gauge ASTM D 2922, D 3017 Advised project personnel representing White Spunner Construction of these density results. orts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations. This report shall not be reproduced without written approval of our firm . 202M1113-66 Page 3 of 4 //:orash ~ '' Consulting ~·' Engineers, Inc. P.O. Box 78 1208 • San A nto ni o, Texas 78278-1208 (2 10)641 -2 112 • Fax(2 10)641-2124 Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan , P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt (1) City of College Station; Mr. Spencer G. Thompson, Jr. (1) City of College Station; Mr. Lance Simms, CBO Drash Consulting Engineers, Inc. Reviewed by Abo c; :S/¥8' Texas P.E. No. orts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close prox imity of the test or sample locations . This report shall not be reproduced without written approval of our firm . 202Mlll3-66 Page 4 of 4 . 01 ~A •\.C ;(;K i is-> A{.ii cs ~ ~~ 0 •M I .µ I") ro r-i +> r-i Cl) • Q) 0 01 z QJ .µ :J 14 \ 0 a y & \ +> -8. " ~3 rl •• i.i ~ QJ r;; c -i +> .Q_ o m '""'"'N (..:.. ,,.i.t.f C.('.f THE SCALE : 1" 100' lli f ::i isifKi. I _\{J:.d ... :.11t .:. ;;· .:.· ... / / JJ'=!i Drash ~ :.\\ Consulting ~~ Engineers, Inc. P.O. Box 781208 • San Antoni o. Texas 78278-1208 REPORT OF SITE VISIT (2 10) 641-2112 •Fax (210) 641-2124 Project: Home Depot Store University Drive at SH 6 College Station, Texas erryMapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 Project N2 : 202Ml 113 Report N2 : 113-67 SITE VISIT ACTIVITIES Date of Service: 01-09-03 DCE Representative: Reynaldo Centino Purpose of Site Visit: Monitor Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Arrived at Site: 7:15 am Construction Equipment on Site: (3) Tractors with scraper attachments (3) Bulldozers (1) Front-end roller (2) Motorgraders (1) Pneumatic roller (2) Sheepsfoot rollers (2) Excavators (1) Dump Truck (1) Water Truck Activities in Progress: • Fill placement, east parking lot. Subcontractor: Kelly Burt Dozer • Continuation of placement, 2nd layer geogrid, approximately 150' from west to east. • Fill placement, over 2°d layer of geogrid, west to east at elevation 265.0 • Completed geogrid placement, 2nd layer on building pad, including truck dock. • Density tests -see attached map. • Meeting at City Hall, City of College Station, to address construction issues pertaining to code compliance, attended by interested parties involved with project and city code compliance. Other Tests Performed (see attached reports) 5 Sampled Materials for Lab Testing 110 Density Tests 0 Pier Installation Observation 0 Concrete Testing 0 Asphalt Testing 0 Other are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by o. Jnnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . Th is report shall not be reproduced without written approval of our firm . DCE-T250.FRM/10196 202Ml 113-67 Page 1 of2 J/=.orash ~ \\ Consulting ~l Engineers, Inc. P.O. Box 781208 • Son Ant on io, Texas 78278-1208 (2 10) 641-2112 •Fox (210) 641-2124 s Taken: Yes • Placement, 2"d layer geogrid x2 Informed Robert Krupa with KBD of observations and tests results before leaving site . Left Site: 6:15 pm Attachments: Yes Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J .G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P .E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt (1) City of College Station; Mr. Spencer G. Thompson, Jr. (1) City of College Station; Mr. Lance Simms, CBO Consulting Engineers, Inc. Work Breakdown Off Site Work: 0 hours On Site Work: 11.0 hours Building Work: 0 hours 0,)/~ Texas P .E. No. s are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by o 1mel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approval of our firm. DCE-T250 .FRM/10/96 202Ml 113-67 Page 2 of2 II-Drash ~ 7 Consulting ~\\ Engineers, Inc. P.O. Box 781208 •San Antonio, Texas 78278-1208 (210) 641-2112 •Fax (210) 641-2124 enyMapes · Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 IN-PLACE DENSITY TEST REPORT Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N2 : 202Ml 113 Report N2 : 113-68 PROJECT INFORMATION AND TEST RESULTS Date of Service: 01-09-03 DCE Representative: Rey Centino Contractor: White Spunner Construction Subcontractor: Kelly Burt Dozer Comnaction Snecifications Moisture/Density Relationshins Percent of Moisture Optimum Maximum Compaction Maximum Content Moisture Density No. Materials Descrintion Standard Densitv Range % illill 1 Tan Sandy Clay ASTMD 698 95 +1 to +5 23.0 96.0 2 Brown Tan Sandy Clay ASTMD 698 95 +1 to +5 18.0 103.0 3 Gray Clay ASTMD 698 95 +1 to +5 18.5 102.5 4 Tan Sandy Clay ASTMD 698 95 +1 to +5 22.0 93 .0 6 Grey Brown Sandy Clay ASTMD 698 95 +1 to +5 15.5 106.5 7 Tan Sandy Clay ASTMD 698 95 +1 to +5 15.0 107.5 10 Tan Sandy Clay ASTMD 698 95 +1 to +5 19.0 100.0 12 Dark Gray Clay ASTMD 698 95 +l to +5 16.5 104.5 15 Dark Brown/ Tan Sandy Clay ASTMD 698 95 +1 to +5 13.5 113.0 Tan/Brown Clay Mix ASTMD 698 95 +1 to +5 19 .0 99.5 Light Brown/Dark Brown Clay Mix ASTMD 698 95 +1 to +5 17.0 104 .5 Light Tan Sandy Clay ASTMD 698 95 +1 to +5 17 .5 100.5 Tan Sandy Clay ASTMD 698 95 +1 to +5 19.5 100.0 Grey Sandy Clay ASTMD 698 95 +1 to +5 17 .0 104.5 Report of tests on: Building Pad Non Select Fill Probe Depth: 6 inches Test Material Moisture Dry Density Percent No Test Location No. Content illill Comnaction 625 West Building Pad, 3ril Lift 22 19.8 103.0 98 .5 626 See Attached Map 7 16.3 102.6 95.4 627 See Attached Map 7 17.0 105.9 98.5 628 See Attached Map 7 17.9 105.6 98.2 629 See Attached Map 7 16.0 104.8 97.4 630 See Attached Map 7 16 .2 103.8 96 .5 631 See Attached Map 7 17 .6 103.9 96 .6 632 See Attached Map 22 20.3 102 .8 98.3 633 See Attached Map 7 16.2 103.1 95.9 634 See Attached Map, 4th Lift 22 19.2 102 .6 98.1 635 See Attached Map 6 17.7 104.6 98.2 636 See Attached Map 22 20.8 101.6 97.2 are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed rsonnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This re ~·.shall not be reproduced without written approval of our firm. 202M1113-68 Page 1of4 //:orash ~ ~\ Consulting ~ Engineers, Inc. P.O. Box 78 120 8 • San A nto n io, Texas 78278 -1208 (2 10) 641-2 11 2 •Fax (2 10) 64 1-2124 Material Moisture Dry Density Percent No Test Location No. Content ill£!} Com~action 637 See Attached Map 6 16.8 105.4 98 .9 638 See Attached Map 7 17.8 104.0 96.7 639 See Attached Map 22 18.6 101.6 97.2 640 See Attached Map 22 18.3 103 .6 99.1 641 See Attached Map 22 18.7 103 .3 98.8 642 See Attached Map 22 20.2 102.3 97.8 643 See Attached Map 22 19.1 103.0 98.5 644 See Attached Map 7 17.8 103 .9 96.6 645 See Attached Map 22 21.8 102.9 98.4 646 See Attached Map 7 19.2 106.0 98 .6 647 See Attached Map, 5th Lift 19 20.8 97.9 97.4 648 See Attached Map 10 19.3 95.2 95.2 649 See Attached Map 22 18.8 103.1 98.6 650 See Attached Map 22 20.4 101.0 96.6 651 See Attached Map 22 19.8 100 .8 96.4 652 See Attached Map 10 20.3 97.9 97 .9 653 See Attached Map 2 22.6 99.5 96 .6 654 See Attached Map 1 24.8 98.4 100+ 655 See Attached Map 21 23.5 99 .0 99 .0 656 See Attached Map 10 23.9 98.2 98.2 657 See Attached Map 21 22.9 98.5 98.5 6 See Attached Map 22 20.4 103.5 99.0 See Attached Map 22 19.0 103.6 99.1 6 6th Lift at elevation 268.0 22 18.8 102.5 98.0 661 See Attached Map 22 18.3 102.3 97.8 662 See Attached Map 22 20.0 102.2 97.7 663 See Attached Map 22 19.3 103.7 99.2 664 See Attached Map 7 17.8 105.3 97.9 665 See Attached Map 22 20.0 99.6 95.3 666 See Attached Map 10 23.7 100.6 100+ 667 See Attached Map 21 23.4 100.3 100+ 668 See Attached Map 21 22.1 98.5 98.5 669 See Attached Map 16 21.8 98.0 98.4 670 See Attached Map 22 20.7 103.2 98.7 671 See Attached Map 22 20.2 102.4 97.9 672 See Attached Map 22 19.3 103.9 99.4 673 See Attached Map 22 20.4 102.5 98.0 674 See Attached Map 10 20.2 98.6 98.6 675 See Attached Map 7 19.9 105.6 98.2 676 See Attached Map 6 16.8 105.3 99.0 677 See Attached Map 7 16.6 106.9 99.4 678 See Attached Map 22 20.7 102.6 98.1 679 See Attached Map 10 22.1 95.3 95.3 680 See Attached Map rts are for the exclusive use of the client and distribution noted for this particular project . Our reports represent only the samples taken and locations tested or observed ~rsonnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This repv ., shall not be reproduced without written approval of our firm. 202Mll 13-66 Page 2 of 4 //:orash ~ ~\ Consulting ~ Engineers, Inc . P.O. Box 781208 • San Anton io, Texas 78278-1208 (210)641-2112 • Fa x(210)641-2124 Material Moisture Dry Density Percent No Test Location No. Content ill£fl Com~action 681 See Attached Map 6 16.8 102.4 96.1 682 See Attached Map 10 20.3 95.8 95 .8 683 See Attached Map 19 19.0 98 .2 97.7 684 See Attached Map 6 19.3 104.4 98.0 685 See Attached Map 7 19 .1 104.6 97.3 686 Building Pad, 2n layer goegrid at elevation 265.0, 1st 15 15 .3 109.9 97.2 Lift 687 See Attached Map 6 18.4 106.2 99.7 688 See Attached Map 15 18 .2 108 .6 96.1 689 See Attached Map 15 15.6 109.8 97.1 690 See Attached Map 15 14.5 109.0 96.4 691 See Attached Map 7 16.3 104.7 97.3 692 See Attached Map 7 18.0 107.3 99.8 693 See Attached Map 6 18.0 105.2 98.7 694 See Attached Map 22 19.7 103.8 99.3 695 See Attached Map 22 19.0 101.6 97 .2 696 See Attached Map 4 22.1 93.4 100+ 697 See Attached Map 22 20.4 101.6 97.2 698 See Attached Map 22 21.8 101.9 97.5 699 Truck Dock, 1st Layer grid at 263.5, 1st Lift 7 18.9 106.6 99.2 700 See Attached Map 7 16.6 106.1 98.7 7 See Attached Map, 2nd Lift 6 16.5 106.0 99.5 See Attached Map 22 18.2 103.3 98.9 7 See Attached Map, 3rd Lift 6 16.8 104.8 98.4 704 See Attached Map 15 16.9 109.4 96.8 705 Building Pad, West Half, 2nd Lift 15 15.6 108.0 95.6 706 See Attached Map 15 16.2 108.9 96.4 707 See Attached Map 22 19.6 103.9 99.4 708 See Attached Map 6 19.7 105.1 98.7 709 See Attached Map 6 19.5 105.1 98.7 710 See Attached Map 7 18.2 107.4 99.9 711 See Attached Map 7 17.8 103 .3 96.1 712 See Attached Map 7 17.0 105.5 98.1 713 See Attached Map 22 18.1 103.4 98.9 714 See Attached Map 22 18.3 101.8 97.4 715 See Attached Map 15 16.3 108.0 95.6 716 See Attached Map 7 16.2 104.6 97.3 717 See Attached Map, 1st Lift 12 18.7 103.7 99.2 718 See Attached Map, 2nd Lift 3 19.9 102.4 99.9 719 See Attached Map 2 18.4 103.8 100+ 720 See Attached Map 3 19.5 102.1 99.6 721 See Attached Map 19 17.7 98.2 97.7 722 See Attached Map 7 16.3 103.9 96.7 723 See Attached Map 15 15.4 110.5 97.8 724 See Attached Map 7 15.6 106.9 99.4 725 See Attached Map, 2°d Lift 15 17.2 108 .2 95 .7 726 See Attached Map 7 17.5 106.8 99.3 Qrts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed rsonnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations. This rep cn shall not be reproduced without written approval of our firm . 202M1113-66 Page 3 of 4 J/:.orash ~ t~ Consulting ~\\ Engineers, Inc. 728 729 730 731 732 733 734 735 P.O. Box 78 1208 • San A nto n io, Texas 78278 -1208 (210) 641-21 12 •Fa x (210) 641 -2124 See Attached Map See Attached Map See Attached Map See Attached Map, 3rd Lift See Attached Map See Attached Map See Attached Map See Attached Map See Attached Map Remarks: The above tests meet project specifications. Test Method: Nuclear Gauge ASTM D 2922, D 3017 15 16.2 7 16.4 2 18.4 15 16.2 3 18.9 7 17 .6 17 17.2 3 19.3 17 18.4 Advised project personnel representing White Spunner Construction of these density results. Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt ity of College Station; Mr. Spencer G. Thompson, Jr. 'ity of College Station; Mr. Lance Simms, CBO Drash Consulting Engineers, Inc. 110.0 97.3 103 .9 96.6 102.6 99.6 109.3 96.7 97.6 95.2 106.8 99.3 99.4 95 .1 98.2 95 .8 100 .5 96.1 63/¥e5 Reported By:n Jacobs, Jr. Reviewed bJ; ~bove DCE Engineer 2 4 Texas P.E. No. orts are for the exclus ive use of the client and distribution noted for this particular project. Ou r reports represent only the samples taken and locations tested or observed ersonnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . Th is repv • shall not be reproduced without written approval of our firm . 202M1113-66 Page 4 of 4 ·l (•C k i .3~ .t.Ul(.~ i: I I I o I: I I I I I :: i ~: I I I I : GARDEN CENTER 24,240 SF SCALE: 1" 100' lO I ::i iJ 1l l•.:t<' J :J~.d .!.;..ht'!) 10' PIJ.[. JUJ /.JIJ / I ' .! ! I I J/=.orash ~ \\ Consulting ~l Engineers, Inc. P.O. Box 781208 •Son Antonio . Texas 78278-1208 (2 10) 641-2112 •Fox (210) 641-2124 ,rry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 REPORT OF SIEVE ANALYSIS Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N2 : 202Ml 113 Report NJ!: 113-69 PROJECT INFORMATION AND TEST RESULTS Date of Service: 01-09-03 Material NJ!: Material Description: Material Use: NIA Crushed Limestone In Conjunction with Geo-Grid and Bridge bum pit in front of store. Gradation: ASTM D 422: DCE Representative: C . Gregory/R. Centino Material Supplier: Material Provided By: Material Location: Not Provided Not Provided On Site Stockpile Sieve N° Percent Retained 1%" 0 7/8" 7 3/8" 81 #4 95 #40 98 200 98 .3 Remarks: The indicated laboratory tests were performed in general accordance with applicable ASTM standards unless otherwise noted. All test results meet the reference specification requirements unless noted by an asterisk *. Moisture Density curve is on file and available upon request. Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners ; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt (1) City of College Station; Mr. Spencer G . Thompson, Jr. (1) City of College Station; Mr. Lance Simms, CBO Drash Consulting Engineers, Inc. 63148 Texas P.E. No. Our re s are for the exclu c ient and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by our personnel. They may not be represen tative or indicative of apparen tly identical or simi lar materials that may be in the close proximity of the test or sample locations . This report shall not be reproduced without written approva l of our firm. //:orash ~ t~ Consu lti ng ~\l Engineers, Inc . REPORT OF SITE VISIT P.O. Box 781208 • San Antoni o, Te xas 78278-1208 (2 10)641-2 112 • Fax(210)641-2 124 Project: Home Depot Store University Drive at SH 6 College Station, Texas erryMapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 Project N2 : 202Ml 113 Report N2 : 113-77 SITE VISIT ACTIVITIES Date of Service: 01-11-03 DCE Representative: Reynaldo Centino Purpose of Site Visit: Observe Construction Activities and Perform Appropriate Tests Contractor: White Spunner Construction Arrived at Site: 7: 15 am Construction Equipment on Site: (3) Tractors with scraper attachments (3) Bulldozers (1) Front-end roller (2) Motorgraders (1) Pneumatic roller (2) Sheepsfoot rollers 2) Excavators .1) Dump Truck (1) Water Truck Activities in Progress: • Fill placement, building pad Subcontractor: Kelly Burt Dozer • Quicklime applied to building pad, approximate area of coverage is 75 'W x 220'L. a) Pelletized quicklime (25 tons), placed on building pad, spread evenly with motorgrader. Approximate 27 lbs/SY application rate. b) Covered area is then scarified to depth of approximately 8" -9". c) Area is deeply watered d) Pulvermixed to depth of approximately 8". e) Performed field gradations to verify mixing requirments (x2). f) Lime-mixed clay sample obtained for proctor. g) Compacted with sheepsfoot roller. h) Lime-treated area was then "sealed" with pneumatic roller. • Lime-treated area was sloped about Yi% from front to rear of building. • No density tests-constant light rain throughout day. ts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by o imel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations. This repoi. snail not be reproduced without written approval of our firm. DCE-T250.FRM/J 0/96 202M1113-77 Page 1 of2 //-iorash ~ t~ Consulting ~' Engineers, Inc. P.O . Box 781208 • San Antonio, Texas 78278-1208 (210) 641-21 12 •Fax (210) 641-2124 Tests Performed (see attached reports) X Sampled Materials for Lab Testing 0 Density Tests 0 Pier Installation Observation 0 Concrete Testing 0 Asphalt Testing 2 Other -Field Gradations Photos Taken: No Informed Robert Krupa with Kelly Burt Dozer of observations and tests results before leaving site . Left Site: 5: 15 pm Attachments: Yes-1) Field Gradations 2) Copy of Quicklime delivery Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP ; Ms. Veronica J.G. Morgan, P.E. ury +Partners; Mr. Coy Armstrong, P.E Vhite-Spunner; Mr . Mike Fitzgerald ( i / Kelly Burt Dozer; Mr. Kelly Burt (1) The City of College Station; Mr. Spencer G. Thompson, Jr. (1) The City of College Station; Mr. Lance Simms, CBO Dr Consulting Engineers, Inc. Work Breakdown Off Site Work: 0 hours -----On Site Work: 10.0 hours Building Work: 0 hours t'3'7fC~ Reviewed by bove DCE Engineer/? Texas P .E. No. are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by nnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This repor shall not be reproduced without written approval of our firm . DCE-T250 .FRM/l 0196 202Ml 113-77 Page 2 of2 J.l:orash ~\\ fn°g~~~~~s~lnc. P.O. Box 781208 •Son A ntonio, Texas 78278 -1 208 (210) 641-2 112 •Fo x (2 10) 64 1-2124 nyMapes ... ~ Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 REPORT OF FIELD SIEVE ANALYSIS Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N 2 : 202Ml 113 Report N 2 : 113-78 PROJECT INFORMATION AND TEST RESULTS Date of Service: 01-11-03 Construction Location: Building Pad West, elevation 268.0 Contractor: White-Spunner Construction SampleN2 : 1 Sieve Size Total Weight 1-% inches %inch Sieve Size Total Weight 1-% inches %inch Additional Report Copies: (1) WD Partners; Mr. Todd Sides Weight Retained 35.0 0 3.10 Weight Retained 28.4 0 1.8 (1) Greenberg Farrow Architecture, Inc.; Mr. Lany Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners ; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt (1) City of College Station; Mr. Spencer G . Thompson, Jr. (1) City of College Station; Mr. Lance Simms, CBO Drash Consulting Engineers, Inc. DCE Representative: Rey Centino Weather Conditions: Cloudy, light rain, cold Soil Description: Lime Treated Gray Clay Actual 100 89.6 Percent Passing Required 100 min 85 min Soil Description: Grey Clay Actual 100 94.6 Percent Passing Required 100 min 85 min b}/¥'e' Texas P .E. No. Our re rts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by our personnel. They may not be repr esentative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations. This report shall not be reproduced without written approval of our firm . J/':?f Drash ~ •\\ Consu lting ~~ Engineers, Inc . P.O . Box 781208 • San Antoni o. Texas 78278-1208 (2 10)641-2112 • Fax(210)641-2124 ..;rryMapes Home Depot USA, Inc . 2800 Forest Lane Dallas, Texas 75234 REPORT OF MOISTURE DENSITY RELATIONSHIP FOR SOILS Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N2 : 202Mll 13 Report N2 : 113-87 PROJECT INFORMATION AND TEST RESULTS Date of Service: 01-11-03 Material N2 : 29 Material Description: Tan Clayey Sand Select Fill Material Use: Liquid Limit,% 16 Atterberg Limits (ASTM D 4318) Plastic Limit,% 15 Plasticity Index,% 1* Gradation: ASTM D 422: DCE Representative: Renaldo Centino Material Supplier: Marymount Golf Course Supplier Material Provided By: Material Location: Marymount Golf Course Moisture Density Relationship (ASTM D 698 -Method A) Maximum Optimum Dry Density, pcf Moisture Content, % Sieve N° 200 100.5 16.5 Percent Retained 79.3 Remarks: The indicated laboratory tests were performed in general accordance with applicable ASTM standards unless otherwise noted. All test results meet the reference specification requirements unless noted by an asterisk *. Moisture Density curve is on file and available upon request. Note; * Does not meet specification requirements for Plasticity Index. Additional Report Copies: (1) WD Partners ; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt (1) City of College Station; Mr. Spencer G. Thompson, Jr. (1) City of College Station; Mr. Lance Simms, CBO Drash Consulting Engineers, Inc. 63/re Texas P.E. No. Our reports are for the exclusive use o 1ent and di stribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by our personnel. They may not be represent at ive or indicati ve of apparently identical or sim ilar materials that may be in the close proximity of the test or sample loca tions. This report shall not be reproduced wi thout written approval of our firm . J/=.orash ~ \\ Consulting ~l Engineers, Inc . P.O. Box 781208 • So n Anton io, Texas 78278-1 208 (2 10) 641-2112 • Fo x (2 10) 641-2124 REPORT OF SITE VISIT Project: Home Depot Store University Drive at SH 6 College Station, Texas Mr. Terry Mapes Home Depot USA, Inc. 2800 Forest Lane Dallas, Texas 75234 Project N2 : 202Ml 113 Report N2 : 113-81 SITE VISIT ACTIVITIES Date of Service: 01-13-03 DCE Representative: Rey Centino Purpose of Site Visit: Observe Construction Activities and Perform Appropriate Tests Contractor: White-Spunner Arrived at Site: 7:15 am ·uction Equipment on Site: (3) Tractors with scraper attachments (3) Bulldozers (1) Front-end roller (2) Motorgraders (1) Pneumatic roller (2) Sheepsfoot rollers (2) Excavators (1) Dump Truck (1) Water Truck Activities in Progress: • None -ground is too wet from continuous rain. • Will return January 14,2003 Subcontractor: Kelly Burt Dozer ts are for the exclus iv e use of the cl ient and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by nnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . This rep o .. ,nail not be reproduced without written approval of our firm . DCE-T250 .FRM/10/96 202Ml 113-81 Page lof 2 J.l:orash ~\\ fn°~~~~~s~lnc. P.O. Box 781208 •Son Antonio. Texas 78278-1208 (210)641-21 12 • Fox(210)641-2124 Other Tests Performed (see attached reports) None Sampled Materials for Lab Testing None Density Tests None Pier Installation Observation None Concrete Testing None Asphalt Testing None Other -Field Gradations Photos Taken: No Informed Robert Krupa with Kelly Burt Dozer of observations and tests results before leaving site. Additional Report Copies: (1) WD Partners; Mr. Todd Sides (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P .E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt (1) The City of College Station; Mr. Spencer G. Thompson, Jr. (1) The City of College Station; Mr. Lance Simms, CBO Drash Consulting Engineers, Inc. Work Breakdown Off Site Work: 0 hours ------On Site Wark: .5 hours Building Work: 0 hours 6 .J/<[L8 Texas P.E. No. ts are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by o mel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations . Th is rep..,. ~0 11all not be reproduced without written approval ofour firm. DCE-T250.FRM/l 0/96 202Ml113-81 Page 2of 2 ~/:orash ~\\ fn°g1~~~~s~lnc. P.O. Bo x 781208 •Son Antonio, Texas 78278-1208 (210)641-2112 • Fox(210)641-2124 rryMapes Depot USA, Inc . 2800 Forest Lane Dallas , Texas 75234 REPORT O F FIELD SIEVE ANALYSIS Project: Home Depot Store University Drive at SH 6 College Station, Texas Project N 2 : 202Mll 13 Report N 2 : 113-86 PROJECT INFORMATION AND TEST RESULTS Date of Service: 01-15-03 Construction Location: Building Pad West, elevation 268.0 Contractor: White-Spunner Construction Sample N2 : 5 Sieve Size Total Weight 1 -:Y4 inches % inch s~unple N2 : 6 Sieve Size Total Weight 1 -:Y4 inches %inch Sample N2 : 7 Sieve Size Total Weight 1 -:Y4 inches :Y4 inch Weight Retained 33.2 0 1.5 Weight Retained 43.5 0 1.1 Weight Retained 36.3 0 3.3 Actual 100 96.0 Actual 100 97.5 Actual 100 91.1 DCE Representative: Rey Centino Weather Conditions: Cloudy, cold Soil Description: Lime-Treated tan clay Percent Passing Required 100 min 85 min Soil Description: Lime-Treated tan clay Percent Passing Required 100 min 85 Soil Description: Lime-Treated tan clay Percent Passing Required 100 min 85 min Our reports are for the exclusive use of the client and distribution noted for this particular project . Our reports represent only the samples taken and locations tested or observed by our personnel. They may not be repre sentat ive or indi cative of apparently identic al or similar mater ials that may be in the close prox imity of the test or sample locations . l11is report shall not be reproduced without written approval of our firm . J/'=!f Drash ~ :.\\ Consulting ~~ Engineers, Inc. P.O . Box 781208 •San Anto ni o, Texas 78278 -1208 (2 10)641 -2112 • Fax(2 10)64 1-2124 Sieve Size Weight Retained Actual Total Weight 1-% inches %inch Additional Report Copies: 32.5 0 0.7 (1) WD Partners; Mr. Todd Sides 100 98 .0 (1) Greenberg Farrow Architecture, Inc.; Mr. Larry Koehler (1) Mitchell and Morgan, LLP; Ms. Veronica J.G. Morgan, P.E. (1) Bury+ Partners; Mr. Coy Armstrong, P.E (1) White-Spunner; Mr. Mike Fitzgerald (1) Kelly Burt Dozer; Mr. Kelly Burt (1) City of College Station; Mr. Spencer G. Thompson, Jr. (1) City of College Station; Mr. Lance Simms, CBO Soil Description: Lime-Treated tan clay Percent Passing Required 100 min 85 min ~>/~ Texas P.E. No. vur reports are for the exclusive use of the client and distribution noted for this particular project. Our reports represent only the samples taken and locations tested or observed by our personnel. They may not be representative or indicative of apparently identical or similar materials that may be in the close proximity of the test or sample locations. This report shall not be reproduced without written approval of our firm. L lr..C f \A Ci1.C;(:K : 5 '.l~9 A Cil(~ a> . TH U"" c.zsr 15r:fi6 1-ilf-03 ( > (2) HOME 95,064 DEP T GARDEN CENTER 24,240 SF --------- e SCALE: 1 • , 00' co r :~ Ci O•:A': 1 ~VS:! .i.0 \t.:. ------- i •• I /