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TexasBank 2R-LR05050405,'05'05 TH[' 16:28 TEL 9724883500 GEOSCIENCE ENGINEERING ~005 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppel[ Ct&me de [a Cr~me, L. PL c/o Project Solutions Group Herndon, Virginia 20170 PROJECT; Proposed "Ct&me de [a Cr&me" Coppe[[, Texas DATE OF REPORT: 05/04/05 REPORT NO. 05-DMZ605-t9b SAMPLE DATI~: 04/27/05 CONTRACTOR: B. 8. Enterprises TICKET NO.: 13641424 AMBIENT TEMP. (~): 780 CONCRETE TEMP..:*F): 73 ° TIME BATCHED: 7:56 am TIME SAMPLED: 8: 35 am WEATHER CONDITION: Sunny/Windy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: WATER ADDED SLUMP (inches) (ASTM C-143) AIR % CONTENT Paving: 50' Ex 30' S f,om NW Southern Star 89/103 23611504 10 5 6 corner of the site CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard &" x 12", 21~.27 square inches I " CYLINDER AGE DATE TOTAL COMPRES51VE REQUIRED COMPRESSIVE NUMBER (day~) TESTED LOAD (lbs) i STRF_N.GTH (psi) STRENGTH (psi) 9 7 05/04/05 90,400 3,197 3,600 psi/28 Days _ 10 28 05/25/05 _ 11 28 05/25/05 12 Hold Specifications: Making ~ Curin[; ASTM C-143 [estin~ Methods: ASYM C-143, ASTM C-39 GETt Technician: Jor~e Eeviewed by: 05.'05,'05 TBU 16:28 TEL 9724883500 GEOSCIENCE ENGINEERING GEOSCIENCE ENGINEERING & TESTING, INC. GEOTECHNICAL & M~TERIAL$ ENGINEERS ~]006 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppe[[ Cr~me de Ia Crbme, L.P[ c/o Project Solutions Group Herndon, VirBinia 20170 PROJECT: Proposed "Cr~me de Ia Cr&me" Coppe[I, Texas DATE OF REPORT: 05/04/05 REPORT NO. 05-DM2605-19c SAMPLE DATE: 04/27/05 CONTRACTOR: I~. B. Enterprises TICKET NO.: 89044.528 AMBIENT TEMP. (°F): 80° CONCRETE TEMP. I-r)~ 79° TIME BATCHED: 9:12 am TIME SAMPLED: 9:50 am WEATHER CONDITION: Sunny/Windy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Baal[ PLANT/TRUCK: 89/103 MIX ID NUMBER: 23611504 WATER ADDED (~at): 10 SLUMP (inches) (ASTM C-143) 5 AIR % CONTENT 5 Paving: 15' N x 20' W from NW corner of the buildin~ pad. CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", ;~8.27 squar~ inches CYLINDER AGE DATE TOTAL COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED LOAD (,lbs) STRENGTH (psi) STRENGTH (psi) 13 7 05/04/05 91,050 3,220 3,600 p.s..i/28 Days 14 28 05/25/05 15 28 05~25/05 16 ! Hold r Spedlfl~attons: Making ~ Curing: ASTM C.143 Testfn~ Methods: ASTM C-143, ASTM GETI Technician: Jor~e ~eviewed by: Project; Engineer THU 16:29 TEL 97248835(10 GEOSCIENCE ENGINEERING OO7 J GEOSC~IENCE ENGINEERING & TEST1NG~ INC. GEOTECHNICAL & MATERIALS ENGINEERS COMPRESSIVE STRENGT, OF CONCRETE REPORT CLIENT: CoppeI[ Cr~me de [a Cr&me, L.P[ c/o Project Sotutions Group Herndon, Virginia 20170 PROJECT: Proposed "Cc&me de ia Cr~me" Coppetl, Texas DATE OF REPORT: 05/04/05 REPORT NO. 05-DM2605-19d SAMPLE DATE: 04i27/05 CONTRACTOR: B.B. Enterprises TICKET NO.: 89044544 AMBIENT TEMP. CF): 81 ° CONCRETE TEMP. loc): 79° TIME BATCHED: 1:42 pm TIME SAMPLED: 2:30 pm WEATHER CONDITION: Sunny/Windy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: WATER ADDED SLUMP (inches) (ASTM C-143) AIR % CONTENT Paving: 150' S x 25' E from NW corner of the site. Beat[ 89/111 23611504 10 5Yz 5 CONCRETE CYL NDER COMPkESSIVE STRENGTH TESTS Standard 6" x 12", 2J8.27 square inches CYLINDER AGE DATE TOTAL ! COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED LOAD (lbs) STRENGTH (psi) STRENGTH (psi) 17 7 05/04/05 90,750 3.:.2.1.? ...... 3,600 psi/28 Days 18 28 05/25/05 i .......... 19 28 05/25/05 Z0 HoJd r Specifications_- Making ~ Curing; ASTM C-143 !Tesbng Methods: ASTM C-143~ ASTM C-]c) GE-ri Technician: Jorge IReviewed by: 05,~05,'05 THU 16:29 TEL 9724883500 GEOSCIENCE ENGINEERING GEOS~IENCE ENGINEERING & TESTING, INC. 008 GEOTEC,HNICAL & MATERIALS ENGINEERS COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppe[l Cr&me de la Cr~me, L.P; c/o Project Sotutions Group Herndon, VirBinia 20170 PROJECT: Proposed "Cr~me de [a Creme" Coppe[[, Texas DATE OF REPORT: 05/04/05 REPORT NO. 05-OM2605-19e SAMPLE DATE: 04/Z7/05 CONTRACTOR: B.B. Enterprises TICKET NO.: 89044554 AMBIENT TEMP. (°F): 83* CONCRETE TEMP. {°F): 79° TIME BATCHED: 3:25 pm TIME SAMPLED: 4:20 pm WEATHER CONDITION: Sunny/Windy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Beat) PLANT/TRUC K: 89 / 104 MIX ID NUMBER: 23611504 WATER ADDED (gal): 20 SLUMP (inches) (ASTAR C-14~) 51/2 AIR % CONTENT 6 Paving: 70' W from S'vV corner of the site. COMI:~RESSIVE STRENGTH TESTS CONCRETE CYLINDER Standard 6" x 12", 28.27 square inches CYLINDER AGE DATE TOTAL : COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) ....TESTED LOAD (lbs) STRENGTH (psi) STRENGTH)psi) , 21 7 05/04/05 90,300 ; 3,194 3,600 psf/28 Days 22 28 05125/05 23 28 05/25/05 Specifications: Making ~ Curing: ASTM C-143 Testfng Methods; ASTAa C-143, ASTM C-39 GETI Technician; Jorge IReviewed by; 05/05 05 THU 16:28 TEL 9724583500 GEOSCIENCE ENGINEERING ~004 GEOTECHNICAL & MATERIALS ENGINEERS COMPRESSIVE STRENGT~ OF CONCRETE REPORT CLIENT: Coppe[L Cr~me de [a Ct&me, L.F. c/o Project Solutions Group Herndon, Virginia 20170 PROJECT: Proposed "Crbme de la Crbme" Coppe[[, Texas DATE OF REPORT: 05/04/05 REPORT NO, 05-DM2605d9a SAMPLE DATE: 04/27/05 CONTRACTOR: B.B. Enterprises TICKET NO.: 13641420 AMBIENT TEMP. (*FI: 76° CONCRETE TEMP. CoF): 75° TIME BATCHED: 7:20 am TIME SAMPLED: 8:45 am WEATHER CONDITION: Sunny/Windy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: WATER ADDED floE): SLUMP (inches) (ASTM C-143) AIR % CONTENT Paving: 10' E x 20' S fnom NW 8eall 13/112 23611504 5 5 5Yz corner of the site CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 2~.Z7 square inches CYLINDER AGE DATE TOTAL COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (d,y$',i TESTED LOAD (lbs) ~ STRENGTH (pst) STRENGTH (psi) 5 7 05/04/05 87,100 3,081 3,600 psi/Z8 Days 6 28 05/25/05 7 28 05/25/05 -- 8 ! Hold I Specifica~ons: Makin~ (z Curing: ASTM C,143 }-estin_~ Methods ASTM C-143, ASTM C-39 GETI Technician: Jorge Reviewed by: Project Ensineer