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TexasBank 2R-LR05070407/12/05 TUE 09:20 TEL 9724883500 GEOSCIENCE ENGINEERING ~013 GEOTECHNICAL ENGINEERS .COMPRESSIVE STRENGTI~I OF CONCRETE REPORT CLIENT: Coppe[[ Cr~me de la Cr~me, L.I~. c/o Project Solutions Group Herndon, Virsinia 20170 DATE OF REPORT: 07/04/05 PROJECT: Proposed "Cr&me de Ia ' Creme Coppe[[, Texas REPORT NO. 05-DM260§-42b SAMPLE DATE: 06/27/05 CONTRACTOR: B.B. Enterprises TICKET NO.: 89045790 AMBIENT TEMP. (°F): 93° CONCRETE TEMP. (°F); 88° TIME BATCHED: 1:14 pm TIME SAMPLED: 1:50 pm CONCRETE SUPPLIER: Beau PLANT/TRUCK: 89 / 105 MIX ID NUMBER: 23611504 WATER ADDED (~&l): 5 SLUMP (Inches} (ASTM C-143) 4 WEATHER CONDITION: Sunny AIR % CONTENT .5 LOCATION OF PLACEMENT: Paving area: 25' S x 2d' E from the SW CONCRETE CYLINDER COMPI~ESSIVE STRENGTH TESTS Standard 6" x 12", 2~.27square Inches CYLINDER AGE DATE TOTAL : COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days} TESTED LOAD (lbs) I STRENGTH (psi) STRENGTH (psi) 81 7 07/04/05 97,450 , 3,447 3,600 psi/28 Days 82 28 07/25/05 83 28 07/25/05 84 Hold Specifications: Making E Cudng: ASTM C-143 1],estine Methods: ASTM C-143, ASTM C-39 GETI Technician: Rigo Rbvlewed by: ProJect Engh,~er' 07/12/05 TL~E 09:20 TEL 9724883500 GEOSCIENCE ENGINEERING ~014 GEOSCIENCE ENGINEERING & TESTING, INC. COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: CoppeU Cr~me de la Cr~me, L.P[ c/o Project Solutions Group Herndon, Virginia 20170 DATE OF REPORT: 07/04/05 PROJECT: Proposed "Cr~me de [a Cr~me" CoppeII, Texas REPORT NO. 05-DM2605-42c SAMPLE DATE: 06/27/05 CONTRACTOR: B.B. Enterprises TICKET NO.: . 13644288 AMBIENT TEMP. (°F): 97° CONCRETE TEMP. (°F): 89° TIME BATCHED: 3:09 pm TIME SAMPLED: 3:45 pm CONCRETE SUPPLIER: Beau PLANT/TRUCK: 13 / 180 MIX ID NUMBER: 23611504 WATER ADDED (gal): 15 SLUMP (inches) (ASTM C-143) 4 WEATHER CONDITION: Sunny AIR % CONTENT § LOCATION OF PLACEMENT: Paving area: 35' S x I0~ E from the SW co~ of ............ ~, u, ,..tr u?~aln~ paa. CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 25.27 square inches CYLINDER AGE DATE TOTAL COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED LOAD (lbs) i STRENGTH (psi) STRENGTH (psi) 85 7 07/04/05 93,150 ~ 3,295 3,600 psi/Z8 Days 86 28 07/25/05 87 28 07/25/05 i 88 Hold S~;~L:atlons: /~aking e Curing: ASTM C-143 l~esting Methoc~: ASTM C-143, ASTM C-39 GE'TI Technician: Rlgo R~viewed by: Syed'S. ~fsar, P.~ Project Engfneer 07,'12/05 T['E 09:20 TEl. 9724883500 GI~.OSCIEN(.E E GINEERING [~]012 GEOSCIENCE ENGINEERING & TESTING, INC. COMPRESSIVE STRENGTH OF' CONCRETE REPORT CLIENT: Coppei[ Cr~me de [a Cr~me, L.PL c:/o Project So[utions Group Herndon, Virginia 20170 PROJECT: Proposed "Cr~me de [a Cr~me" CoppeJ[, Texas DATE OF REPORT: 07/04/05 REPORT NO. 05-DM2605-42a CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. ('F): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: SAMPLE DATE: 06/27/05 B. B. Enterprises 89045782 91° 87° 11:39 am 12:20 pm Sunny Paving area: 30' S fror~ the CONCRETE SUPPLIER: Beale PLANT/TRUCK: 89/111 MIX ID NUMBER: ~;3611504 WATER ADDED (llal): 0 SLUMP (inches) (ASTM C-143) AIR % CONTENT 4 SE corner of the bui[dim d. CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 21j.27 square inches CYLINDER AGE DATE TOTAL COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED LOAD (lbs) i STRENGTH (psi) STRENGTH 77 7 07/04/(~5 94,300 ~ 3,335 3,600 pst/28 Days 78 28 07/25/05 _ 79 28 07/25/05 80 HoEd Specifications: Making ~ Curing: ASTM C-143 Tj~sfing Methods: ASTM C-143, ASTM C-39 GETI Technician: Rigo Reviewed by: