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TexasBank 2R-LR05062207/12,'05 TUE 09:17 TEl, 9724883500 GEOSCIENCE ENGINEERING ~004 GEOSClENCE ENGINEERING & TESTING, INC. GEOTECHNICAL & M~TERIALS ENGINEERS COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell Cr~me de Ia Cr~me, L.P! c/o Project So[utions Group Hemdon, Virginia 20170 PROJECT: Proposed "Crbme de la Cr~me" C,oppe[[, Texas DATE OF REPORT: 06/22/05 REPORT NO. 05-DM2605-37a SAMPLE DATE: 06/15/05 CONTRACTOR: B.B. Enterprises TICKET NO.: 89045479 AMBIENT TEMP. (°r): 88° CONCRETE TEMP. er): 82° TIME BATCHED: 9:05 am TIME SAMPLED: 9:50 am WF. ATH ER CONDITION: Sunny LOCATION OF PLAC. EMENT: CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: WATER ADDED (~al): SLUMP (inches) (ASTM C-143) Building slab: 30' S x 3t5' W from Bea[[ -89/101 23511501 O 4Y2 NE corner of buitding pad CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 21~.27 square inches CYLINDER AGE DATE TOTAL COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (~ysl TESTED LOAD (lbs) STRENGTH (psi) STRENGTH (psi) 53 7 06/22/05 99,250 ,. 3,510 3,500 psi/28 Days 54 Z8 07/13/O5 55 28 07/13/05 56 Hold Specifications: Making E Curing: ASTM C-143 ~festing Methods: ASTM C-143, ASTM C-39 GETI Technician: Jose Reviewed by: Syed S. Afs~.,~.E.~ ~ Project EngineeF~ 07/12/05 TiE 09:18 TEL 9724883500 GEOSC1ENCE ENGINEERING ~g06 GEOTECHNICAL & M~TERIALS ENGINFr:RS COMPRESSIVE STRENGTI~t OF CONCRETE REPORT CLIENT: Coppetl Cr~me de la Cr6me, L.I~. c/o Project Solutions Group iHerndon, Virginia 20170 PROJECT: Proposed "Cr~me de [a Cr~me": Coppe[l, Texas DATE OF REPORT: 06/22/05 REPORT NO. 05-DM2605-37c SAMPLE DATE: 06/15/05 CONTRACTOR: B.B. Enterprises TICKET NO.: 13535926 A~BIENT TEMP. (°F): 89° CONCRETE TEMP, [°F): 88o TIME BATCHED: 1:35 pm TIME SAMPLED: 2:30 pm wr:~THER CONDITION: Sunny CONCRETE SUPPLIER: Bea([ PLANT/TRUCK: 13 / 236 MIX ID NUMBER: 23511501 WATER ADDED (gal): 0 SLUMP (Inches) (ASTM C-14.~) 51/2 LOCATION OF PLACEMENT: Building slab: 50' N x ;~0' W from SE corner of bui[dfn; ad CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 2J8.27 square inches CYLINDER AGE DATE TOTAL COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days;, TESTED LOAD (lbs) I STRENGTH (psi) STRENGTH (psi) 61 7 06/22/05 93,100 ~ 3,293 3,500 psi/28 Days 62 28 O7/13/O5 63 28 07/13/05 64 Ho{d Specifications: Making ~z Curing: ASTM C-143 Testlne Methods: ASTM C-143, ASTM C-39 GETI Technician: Jose ~evlewed by: y S:*f.r, Project Engineer 07/12,05 TUE 09:18 TEl. 9724883500 GEOSCIENCE ENGINEERING ~007 COMPRESSIVE STRENGTI~I OF CONCRETE REPORT CLIENT: ooppell Creme de [a Cr&me, L.P. c/o Project Solutions Group Herndon, Virginia 20170 PROJECT: Proposed "Ct&me de la Cr&me'': Coppet[, Texas DATE OF REPORT: 06/22/05 REPORT NO. 05-DM2605-37d SAMPLE DATE: O6/1 5/05 CONTRACTOR: B.B. Enterprises TICKET NO.: 13535931 AMBIENT TEMP. (°r): 92° CONCRETE TEMP. ,I"F): 89° TIME BATCHED: 2:36 pm TIME SAMPLED: 3:40 pm WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: WATER ADDED Iga~): SLUMP (fnches) (ASTM C-143) Bui(ding slab: 20' N x iO' E from Beal[ 13/162 23511501 45 6 SW corner of buildlr CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 22.27 square Inches CYLINDER AGE DATE TOTAL COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED LOAD (lbs) i STRENGTH (psi) STRENGTH (psi) 65 7 06/22/05 92,700 ~ 3,279 3,500 psi/28 Days 66 28 07/13/05 i 67 28 07/13/05 68 Hold Specifications: Making E Curing: ASTM C-143 Testine Methods: ASTM C-143, ASTM C-39 GE'ri Technician: Jose Reviewed by: 07~12~05 TIE 09:17 TEl, 9724883500 GEOSCIENCE ENGINEERING ~]005 CLIENT: PROJECT: COMPRESSIVE STRENGTH OF CONCRETE REPORT Coppel[ Cr~me de [a Cr~me, L.I~. c/o Project Solutions Group Herndon, Virginia 20170 Proposed "Cr~me de la Cr~me''~ Coppelt, Texas DATE OF REPORT: 06/22/05 REPORT NO. 05-DM2605-37b SAMPLE DAT~E: 06/15/05 CONTRACTOR: B.B. Enterprises TICKET NO.: 13535919 AMBIENT TEMP. (o~): 89° CONCRETE TEMP. (°F): 82° TIME BATCHED: 1:04 pm TIME SAMPLED: 1:45 pm WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: WATER ADDED (sal): SLUMP (inches) (ASTM C-143) Buiidtn~ stab: 80' S x }5' E from Beat[ 13/203 23511501 0 5 NW corner of bui[din ........... · ~, .~u,~u. ~t~t~c~u CONCRETE CYLINDER COMF~RESSIVE STRENGTH TESTS Standard 6" x 12", ;~8.27 square inches CYLINDER AGE DATE TOTAL COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED LOAD [ihs) i STRENGTH (psi) STRENGTH (psi) 57 7 06/22/05 98,700 3,491 3,500 pst/28 Days 58 28 07/13/05 58 28 07/13/05 60 Hold ~,~-;~'--~tJons: Makin~ ~t CuHns: ASTM C-143 !Testln~ Methods: ASTM C-143, ASTM C-39 G~l'l Technfcian: Jose Reviewed by: .j