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Park Meadow-LR 860417SAN ANTONIO DALLAS/FT. WORTH TEXAS TESTING LABORATORIES, INC. Chemists and Engineers DAILYCONCRETEMIXINSPECTIONANDTESTS Date of Placement 4-1 7-86 Overcast 60's WEATHER: Occassional t PROJECT: PARK MEADOWS SEC II P-7597 FOR: AUSTIN PAVING CO CONCRETE SUPPLIER: Dry Batchinq on Site MATERIALS SOURCE CEMENT: FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADMIXTU RE:__ ADMIXTURE: TOTAL WATER: [] ADDED WATER [] SLUMP SPECIFIED: TEST SPECIMENS: PM 133-1 36 Cu. Yds Placed To Date LOCATION: A1 ley I'A" PM(133-136) at 50Ft. STRENGTH REQUIRED: ~500 PS I IN 28 DESIGN IDENTIFICATION # QUANTITIES /cu. yd. [] s.s.d. [] wet days LBS. LBS. LBS. LBS. LBS. LBS, ,SKS. .SKS. GALS. WATER CEMENT RATIO TECHNICIAN: Mark G. TIME: START 7: 00 am South of Sta. # 1+4~;8_~ Thomas GAL/SKS, FINISH 11: 30 am Rair 'NOTE: Verification of moisture compensation and batch weights was made at time of batch inspection in accordance with design mix. "NOTE: Accredited by the Department of Commerce, National Voluntary Laboratory Accredidahon Program for selected test methods on Freshly Mixed Field Concrete. COMPRESSIVE STRENGTH TESTS (standard 6" x 12" cylinder) SPECIMEN SLUMP AGE DATE TOTAL COMPRESSIVE TYPE I,D. INCHES DAYS TESTED LOAD, LBS, STRENGTH. psi FRACTURE PM -133 5.5" PM -134 5.5" PM -135 5.5I' PM -136 5.5" CURING PER A.S.T.M. SPECIFIC LOCATION: 7 4-24 7 4-24 28 5-15 28 5-15 107500 111000 155000 152000 38O3 3926 5483 5377 C-31 7.2 7.3 ~ C-31 7.4 I-I OTHER [] OTH~ENT DATA Ai/~/~.O%2U/W 148.0 lbs/ft3 Truck ~: Time: 8:45 am Temp: C-65© Ticket #: Truck #: Time: Temp: Ticket #: Truck #: Time: Temp: COPIES: 2-Austin Paving Co. 2-Ginn, Inc. Lab # 86-7597-31-7 A ps [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: TEXAS TE DALeS/FT. WORT" RECEIVED HAY 2 9 195~) SAN ANTONIO TEXAS TESTING LABORATORIES, INC. (1 ,. ~ Chemists and Engineers I~FI~ ~H/~\ I fl ) eArLY CO~CREtE M~X ~~SPEcno~ ~N~ ~S~S ~~~~2 Date of Placement Occa s s i ona ~ Overcast 60's Rain WEATHER: PROJECT: PARK HEADOWS SEC Il P-7597 FOR: AUSTIN PAVING CO STRENGTH REQUIRED: 3500 PSI IN 28 days DESIGN IDENTIFICATION # QUANTITIES /cu. yd. [] $.s.d. [] wet CONCRETE SUPPLIER:_ Dry Botching on Site MATERIALS SOURCE CEMENT: FLY ASH: LBS. LBS. LBS. FINE AGGREGATE: LBS. FINE AGGREGATE: LBS. COARSE AGGREGATE: INTERMEDIATE AGGREGATE: LBS. SKS. ADMIXTU RE:__ SKS. ADMIXTURE: GALS. TOTAL WATER: [] ADDED WATER [] SLUMP SPECIFIED: WATER CEMENT RATIO TEST SPECIMENS: PH 133-136 TECHNICIAN: Hark G. Cu. Yds Placed To Date TIME: START 7:O0 am FINISH LOCATION: Alley "A" PM(133-136) at 50Ft. South of Sra. # 1+458,3, 'NOTE: Venf*cat*on Gl moisture compensal~on and batch weights was made at l,me Of batch irlspectlor~ in accordance with design m,x. "NOTE: Accredited by the Oepartment of Commerce. National Voluntary Laboratory Accred~dat,om Program for selected test methods on Freshly Mimed Field Concrete. COMPRESSIVE STRENGTH TESTS (standard 6" x 12" cylinder) SPECIMEN SLUMP AGE DATE TOTAL COMPRESSIVE TYPE I.D. INCHES DAYS TESTED LOAD, LBS. STRENGTH, ps~ FRACTURE OTHER PERTINENT DATA Thomas GAL/SKS. 11:30 am PM -133 PM -134 PM -135 PM -136 5.5" 5.5" 5.5" 7 7 28 28 4-24 4-24 5-15 5-15 CURING PER A.S.T.M. SPECIFIC LOCATION: C-31 7.2 7.3 ~X 107500 3803 111000 3926 :-31 7.4 E3 OTHER Air 1.0% U/W 148.0 Ticket #: Truck #: Time: 8:45 am Temp: C -65° Ticket It: Truck #: Time: Temp: Ticket #: Truck #: Time: Temp: COPIES: 2-Austin Paving Co, 2-Ginn, Inc. Lab # ps [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: 86-7597-31-7 TEXAS TESTING LA~4~'RATORIES, INC. 1526 S. GOOD-LATIMER EXP. / PO. BOX 2144 / DALLAS. TEXAS 75221 / AC 214 428-7481 lbs/ft3