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121 BP Phase 1-LR 990728 GEOTECHNICAL AND ! ~ F==J I'-1 I I F= ENVIRONMENTAL CONSULTANTS , REPORT OF FIELD DENSITY TESTS 121 Business Park - Buildings B-D 601,651,701 and 751 Canyon Drive Coppell, Texas REPORTED TO: The Industrial Group REPORT NO. 14 P.O. Box 802047 REPORT DATE: 07-28-99 Dallas, Texas 75380-2047 REG PROJECT NO. 5607 A'I'TN: Mr. John Walsh TECHNICIAN: R. Bullion PAGE: 1 of 2 CONTRACTOR: Westcliffe, Inc. Proctor ASTM Optimum J Maximum No. Standard Description Moisture, %J Density, PCF 1 D-698 Reddish brown sandy clay w/gravel 9.0 127.0 2 D-698 Dark brown clay w/organics 14.0 107.5 3 D-698 Light brown sand w/trace clay and organics 9.5 117.5 4 D-698 Reddish brown sand w/gravel 10.5 115.0 5 D-698 Light brown clayey sand 9.0 118.0 6 D-698 Gray shale 24.5 92.0 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 74 07-13-99 Water LineA, STA. 1+50 2.0 111.1 14.3 4 96.6 75 Water Line A, STA. 1+50 1.0 110.5 13.8 4 96.1 76 Water Line A, STA. 1 +50 0.0 111.6 13.0 4 97.0 77 Water Line A, STA. 3+00 2.0 111.3 14.0 4 96.8 78 Water Line A, STA. 3+00 1.0 111.8 12.0 4 97.2 79 Water Line A, STA. 3+00 0.0 112.7 13.3 4 98.0 80 Water Line B, S-I-A. 1 +50 2.0 110.7 13.0 4 96.3 81 Water Line B, STA. 1 +50 1.0 110.2 12.5 4 95.8 82 Water Line B, STA. 1 +50 0.0 111.3 14.3 4 96.8 82, Water Line I~, ~TA. 4+,50 2.0 i i 2.4 i 3.7 4 97.7 84 Water Line B, STA. 4+50 1.0 110.4 13.0 4 96.0 85 Water Line B, STA. 4+50 0.0 112.5 12.0 4 97.8 86 Water Line B, STA. 7+50 2.0 113.2 11.8 4 98.4 87 Water Line B, STA. 7+50 1.0 110.1 13.7 4 95.7 88 Water Line B, STA. 7+50 0.0 110.9 13.9 4 96.4 89 Water Line B, STA. 10+50 2.0 110.5 12.0 4 96.1 90 Water Line B, STA. 10+50 1.0 109.6 11.5 4 95.3 91 Water Line B, STA. 10+50 0.0 111.2 13.7 4 96.7 92 Water Line B? STA. 12+50 2.0 111.9 14.3 4 97.3 93 Water Line B, STA. 12+50 1.0 113.3 13.6 4 98.5 94 Water Line B, STA. 12+50 0.0 111.2 13.0 4 96.7 95 Waterline, STA. 2+00 2.0 114.5 10.7 5 97.0 2,~24 STUTZ DR.' '. -SUITE 400 ;-"-D-~'LLAS. TX 75235 ' TEL [2~,~,1--~§0 5600' · FAX [214] 350 0'019-- ' i REPORT NO. 14 REPORT DATE: 07-28-gg REG PROJECT NO. 5607 PAGE: 2 of 2 :-:-:--" :..:!::: :::' -::-:::-:' .::~!::i:" .. ! 'DePth:::!:.:: :':.::i.'.i.:.!'!i:::::..:ii~: 'i-:': : ' : -!- . ~:::::~:~ :::: : .... . .:~::i::::::i::'- ..... :-:~::::~-~ii::-i::'... BeloW.. ...... Field iiiiii::'Fi~id.?:' ..... i.:::' .'..:.:::: :::' .'~i~..~ ::. ::-::'?.::::' T~St~i ::" ~' :.:.: "' i": :. Finai!si G;. Der~sity Moistufe ~r°Ct°f :-C°:mi~acti°~'~ N°i~: Da~e :~i..:i.i~i!!'Location ':: .::. !::~:::.!:.ifeet)::::. (pcf).-' :-': (%)iiii'i~:i~i.~:lOii-ii!i: :.tL~/~lii.~%) '~ 96 07-13-99 Waterline, STA. 2+00 1.0 113.0 11.8 5 95.8 97 Waterline, STA. 2+00 0.0 115.9 10.0 5 98.2 98 Waterline, STA. 1+50 2.0 114.0 12.8 5 96.6 99 Waterline, STA. 1+50 1.0 114.7 12.0 5 97.2 100 Waterline, STA. 1 +50 0.0 113.3 9.7 5 96.0 101 Waterline, STA. 4+50 2.0 113.0 9.9 5 95.8 102 Waterline, STA. 4+50 1.0 ! 15.4 !0.9 5 97.8 103 Waterline, STA. 4+50 0.0 113.3 11.5 5 96.0 104 Paving SG: 60'N, 30'E (1) 0.0 126.3 9.8 1 99.5 105 Paving SG: 75'N, 115'E (1) 0.0 125.4 10.5 1 98.8 106 Paving SG: 50'N, 200'E (1) 0.0 127.9 9.5 1 100.7 107 Paving SG: 70'N, 250'E (1) 0.0 127.3 11.2 1 100.2 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.W. corner of building 4. Distribution: (1) The Industrial Group/ Submitted by: Mr. John Walsh (1) Gromatzky Dupree & Associates/ REED ENGINEERING GROUP, INC. Mr. Bennett Foster (1) Westcliffe, Inc./Mr. Charlie Johnson Original Signed By (1) The Industrial Group/ Mr. Mac McClure Ronald F. Reed, P.E. (1) Campbell Associates/ BW/sa/je Mr. Randy Pliler (1) City of Coppell/Building Inspections (1) City of Coppell/Engineering Dept. (1) Bear Creek Construction/ Mr. Brian Holdgate GEOTECHNICAL AND I~i ~ r--'l I I ~ ENV RONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT 121 Business Park - Buildings B-D 601,651,701 and 751 Canyon Drive Coppell, Texas REPORTED TO: The Industrial Group REPORT NO. 34 P.O. Box 802047 REG PROJECT NO. 5607 Dallas, Texas 75380-2047 SAMPLE DATE: 07-28-99 ATTN: Mr. John Walsh TECHNICIAN: B. Ray ~,'~st,~h,,e. Inc. CONTRACTOR: ' ;- ~:" Location of Sample Set Number I Location I Quantity Represented I Bldg.#4 Footings: C/3. C/4. C/5. C/6. C/7. C18. C/9. C/10 10!40 Design Information I Source of Concrete I Mix Identification Specified Strength p.s.i. ; Latimore 38 3000 Test Results Set I Cylinder I Age(~ Total Load Compressive Average Strength No.IIID Date Tested Test lbs. Strength p.s.i, p.s.i. 1 6144 08~04-99 7 85450 3020 6144 08-25-99 28 107340 3800 6144 08-25-99 28 104820 3710 3760 6144 Hold Cylinder Data No. ID Slump Sample Air Temp. Temp. Entrainment Number 1 6144 5.00 2:20 Pfvl 101 4 4.5 7074787 Distribution: (1) The Industrial Group/ Submitted by: Mr. John Welsh (1) Gromatzky Dupree & Associates/ REED ENGINEERING GROUP, INC. Mr. Bennett Foster (1) Westcliffe, Inc./Mr. Charlie Johnson Original Signed By (1) The Industrial Group/ Mr. Mac McClure Keith E. Atkins (1) Campbell Associates/ KEA/sa/rt Mr. Randy Pliler (1) City of Coppell/Building Inspections (1) City of Coppell/Engineenng Dept. (1) Bear Creek Construction/ Mr. Brian Holdgate (1) Mr. Hank Metzger 2.~2,'- S-L.-Z _-q SL -E 4Z_- · £2...-'S -X -~;'_~"_-' · TE_ ;2'z' 3-7,-' fEZ. 5. · FAY iZ.'-I] 35.2..-.:.'(~