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Park Meadow-LR 860422DALLAS/FT. WORTH SAN ANTONIO ,- TEXAS TESTING LABORATORIES, INC. ~~~ _ ~~~ Chemists and Engineers DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-22-86 Page 1 of 3 WEATHER: C 1 ear 1 o 60' s PROJECT: PARK HEADOWS SEC II P-7597 FOR: Austin Pavincj Co, STRENGTH REQUIRED: 3500 PSI IN 28 days CONCRETE SUPPLIER: Dry Batching on site DESIGN IDENTIFICATION # MATERIALS SOURCE QUANTITIES /cu. yd. Fl a.s.d. I=1 wet CEMENT: FLY ASH: __ WATER CEMENT RATIO TECHNICIAN: Hark G. TIME: START 0+50. PM(141-144) LBS. LBS. LBS. FINE AGGREGATE: FINE AGGREGATE: LBS. COARSE AGGREGATE: LBS. INTERMEDIATE AGGREGATE: LBS. ADMIXTURE:__ SKS. ADMIXTURE: SKS. TOTAL WATER: [] ADDED WATER [] GALS. SLUMP SPECIFIED: GAL/SKS. TEST SPECIMENS: PM 137-164 Thomas Cu. Yds Placed To Date 7:00 am FINISH 4:15 pm LOCATION: Alley"A": PM(137-140) at Std. at Alley"B" Tie-in with still Drive (North Side). PM(145-148) at Still Forest Drive Tie in with 'NOTE: Verst;cat,on of moisture compensation and batch we;ghts was made at time of batch ~ns!Dectlon ~n accorderlce with deslgr~ mix "NOTE: Accredited by the Department of Commerce. National Voluntary Laboratory Accrechdat~on ProgFam toe selected test methods on FFeshl¥ M~xed 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 OTHER PERTINENT DATA Forest Pa rkview Place ,) (Center). PM-137 4.5t' PM-138 4.5" PM-139 4.5" PM-140 4.5" PM-141 6" PM- 142 6" PM-143 6t' PM-144 6" PM-145 5" PM- 146 5" PM-147 5" PM-148 5" CURING PER A.S.T.M. SPECIFIC LOCATION: COPIES: 7 7 28 28 7 7 28 28 7 7 28 28 :-31 2-Austin Paving Co. 2-Ginn, Inc. Lab # ps 7.2 4-29 4-29 5-20 5-20 4-29 4-29 5-20 5-20 4-29 4-29 5-20 5-20 112000 117500 107500 102500 105000 108000 3962 4156 3803 3626 3714 3820 Tickel #: Truck #: Time: 7:45 am Tamp: C_62o Ticket #: Truck #: Time: Temp: 7.3 I~ C-31 7.4 [] OTHER [] Airl.2% U/W 149.6 1 ft3' AIR 0.7% /W 149.6 lbs/ft3 :30_am C-63° Ticket#: Air 4.5% Truck#: U/W 144.4 Time: 9:45 am Temp: C_67o lbs/ft3 [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: 86-7597-31-8 Respectfully Submitted: TEXAS HIES. INC. TESTING 1526 S GOOD-LATIMER EXP. / P.O. BOX 2144 / (~ALLAS. TEXAS 75221 / AC 214 428-7481 DALLAS/FT. WORTH SAN ANTONIO TEXAS TESTING LABORATORIES, INC. Chemists and Engineers DAILYCONCRETEMIXINSPECTIONANDTESTS Date of Placement 4-22-86 Page 2 of 3 WEATHER: Clear 1o 70's FOR: CONCRETE SUPPLIER: Dry Batching on Site MATERIALS SOURCE PROJECT: PARK MEADOWS SEC Ii P-7597 Austin Pa~ing Co. STRENGTH REQUIRED: 5500 PSI IN 28 days DESIGN IDENTIFICATION # QUANTITIES /cu. yd. r'l s.s.d, r'] wet CEMENT: FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADMIXTURE:__ ADMIXTURE:_ TOTAL WATER: [] ADDED WATER SLUMP SPECIFIED: TEST SPECIMENS: Cu. Yds Placed To Date LBS. LBS. LBS. LBS. LBS. LBS. ,SKS. .SKS. WATER CEMENT RATIO TECHNICIAN: TIME: START FINISH w;th M~d~o~d L~e PM(!~9-!52) GALS. GAL/SKS. LOCATION: Moore Rd. short section ;~nd Tip in -=t -~OIJt.ll. end of Moore short ~ectinn. PM(.153-15(~) ~t ~nr~ Rd: Tie i~ ,~!th Park>~y B~vd. P~(!57-~60) at *NOTE: Verification ol moisture compensation and batch weights was made at I~me of batch inspectlo~ in accordance w~th design mix, e'NOTE: Accredited by the Oepa~ment of Commerce, Nahonal Volunta~ Laboratory Accredidat~on Program fo~ selected test methods on F~eshty 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 OTHER PERTINENT DATA PM-1 PM-1 PM-1 PM-1 PM-1 PM-1 PM-1 PM-1 49 5O 51 52 53 54 56 PM-157 PM- 158 PM-159 PM-160 2.5" 2.5" 2.5" 11 6" 6" 6" 6.75" 6.75" 6.75" 6.75" 7 7 28 28 7 7 28 28 7 7 28 28 4-29 107500 4-29 105000 5-20 5-20 4-29 105500 4-29 110000 5-20 5-20 4-29 104000 4-29 111500 5-20 5-20 3803 3714 3732 3891 3679 3944 Ticket #: Air 1.3% Truck #:U/W 146.8 Time: 12:45pm Temo: C- 71 o lbs/fi3 Ticket#: Air 0.9% Truck#: U/W 150.4lbs/fi3 Time: 1:30 pm Temp: C_71o Ticket #: Air 0.5% Truck #: U/W 148.4 ! bs/ft3 Time: 2: 1~ pm TareD: C-73 CURING PER A.S.T.M. C-31 7.2 7.3 EX C-31 7.4 [] OTHER CI SPECIFIC LOCATION: Headowwood Tie in with lodge Rd. COPIES: [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: 2-Austin Paving Co. 2-Ginn Inc. Lab # ps 86-7597-31-8 TEXAS TESTING LABORATORIES, INC. 1526 S GOOD-LATIMER EXP. / P.O. BOX 2144/ ~ALLAS, TEXAS 75221 / AC 214 428-7481 DALLAS/FT. WORTH SAN ANTONIO PROJECT: PARK MEADOWS Austin Paving Co. FOR: TEXAS TESTING LABORATORIES, INC. Chemists and Engineers SEC DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-22-86 Page 3 of WEATHER: Clear Hi 70's II P-7597 CONCRETE SUPPUER: Dry Batchinc) on Site MATERIALS SOURCE STRENGTH REQUIRED: 3500 PS I IN 28 DESIGN IDENTIFICATION # QUANTITIES/cu. yd. Fl $.s.d. r-] wet days CEMENT: FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADMIXTURE:__ ADMIXTURE: TOTAL WATER: [~ ADDED WATER SLUMP SPECIFIED: TEST SPECIMENS: WATER CEMENT RATIO. TECHNICIAN: Mark G. TIME: START LBS. LBS. LBS. LBS. LBS. LBS. SKS. SKS. .GALS. Thomas FINISH GAL/SKS. Cu. Yds Placed To Date LOCATION: Alley runninq between still Forest Dr, and Lodge Road PM(161-164) ~ Ti~ Alley with Lodqe Road, *NOTE: Venflcat~on o! moisture compensation and batch weights was made at hme of batch inspection in accordance with design mix. *'NOTE: Accredited by the Department of Commerce. National Voluntaw Laboratory Accred~dat*on Program for selected test methods on Freshly U~ed Field Concrete. COMPRESSIVE STRENGTH TESTS (standard 6" x 12" cylinder) in nf SPECIMEN SLUMP AGE DATE TOTAL COMPRESSIVE TYPE I.D. INCHES DAYS TESTED LOAD, LBS. STRENGTH. psi FRACTURE OTHER PERTINENT DATA PM-161 3.25" PM-162 3.25" PM-163 3.25" PM-164 3.25" 7 4-29 7 4-29 28 5-20 28 5-20 110000 109000 3891 3856 Ticket #: A i r 1.1% Truck #: U/W 149.2 Time: 3:00 pm Tern p: C - 74© Tickel #: TruCk #: Time: Tamp: Ticket #: ' Truck fl: Time: Temp: lbs/ft3 CURING PER A.S.T.M. SPECIFIC LOCATION: C-31 7.2 7.3 E~ C-31 7.4 E3 OTHER [] COPIES: 2-Aust in Paving 2-Ginn Inc, Lab # ps E3 DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: 86-7597-31-8 Respectfully Submitted: TEXAS TESTING LABORATORIES, INC. 1526 S. GOOD-LATIMER EXP. / P.O. BOX 2144 / ~ALLAS, TEXAS 76221 / AC 214 428-7481 DALLASTFT. WORTH SAN ANTONIO TEXAS TESTING LABORATORIES, INC. ~~ Chemists and Engineers ~ Date of Placement 4-22-86 Page 1 of 3 WEATHER: Clear ]o 60's PROJECT: PARK MEADOWS SEC II P-7597 FOR: Austin Pavin9 Co. STRENGTH REQUIRED: 3500 PSI IN 28 days CONCRETE SUPPLIER: Dry Batching on site DESIGN IDENTIFICATION # MATERIALS SOURCE QUANTITIES/cu. yd, D a.s.d. I-1 wet CEMENT:. LBS, FLY ASH: .LBS. FINE AGGREGATE: .LBS. FINE AGGREGATE: .LBS. COARSE AGGREGATE: .LBS. INTERMEDIATE AGGREGATE: LBS. ADMIXTURE:__ SKS. ADMIXTURE: ,SKS. TOTAL WATER: [] ADDED WATER [] .GALS. 'SLUMP SPECIFIED: WATER CEMENT RATIO GAL/SKS. TEST SPECIMENS: PM 137-164 TECHNICIAN: Mark G. Thomas Cu. Yds Placed To Date , TIME:START 7:00 am FINISH 4:. 15 pm LOCATION: Alley"A'I: PM(137-140) at Sta. 0+50. PM(141-144) at Alley"B" Tie-in with still Forest Drive (North Side). PM(145-148) at Still Forest Drive Tie in with Parkview Place · i~: 'NOTE: Verification of moisture coml3ensat~on and batch weights was made at time of batch insc)ection in accordance with design mix, "NOTE: Accredited by the Department of Commerce. National Voluntary Laboratory Accredidation Program for selected test methods on Freshly Mixed Field Concrete. COMPRESSIVE STRENGTH TESTS (standard 6" x 12" cylinder) (Center). SPECIMEN SLUMP AGE DATE TOTAL COMPRESSIVE TYPE I,D, INCHES DAYS TESTED LOAD. LBS. STRENGTH, psi FRACTURE OTHER PERTINENT DATA PM-137 PM-138 PM-139 PM-140 PM-141 PM-142 PM-143 PM-144 PM-145 EM-146 PM-147 ~M-148 4.5" 4.5" 4.5" 6" 11 5" 5" 5" 7 7 28 28 7 7 28 28 7 7 28 28 CURING PER A.S.T.M. SPECIFIC LOCATION: COPIES: 2~Austin Paving Co. 2-Ginn, Inc. Lab # 86-7597-31-8 A ps 4-29 4-29 5-20 5-20 4-29 4-29 5-20 5-20 4-29 4-29 5-20 5-20 112000 117500 145000 151000. 107500 102500 144000 143000 105000 1O8OOO 144500 146000 3962 4156 5129 5341 3_803 3626 5d9 5058 3714 3820 5111 5164 C-31 7.2 7.3 I~ C-31 7.4 I-1 OTHER [] Ticket #: Truck #: Time: 7:45 am Tamp: C_62© Airl.2% U/W 149.6 lbs~ ftj: Ticket #: Truck #: Time: Temp: AIR 0.7% g/W 149.6 lbs/ft3 ~:30 am C-63© Ticket#: Air 4.5% Truck#: U/W 144.4 Time: 9:45 am Temp:. C_67© lbs/ft3 [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: TEXAS TESTING LAI3~RATORI'ES, INC. DALLAS/FT. WORTH SAN ANTONIO TEXAS TESTING LABORATORIES, INC. PROJECT: PARK MEADOWS SEC II P-7597 FOR: Austin Pawing Co. CONCRETE SUPPLIER: Dry Batching on Site MATERIALS SOURCE CEMENT: FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADMIXTURE:__ ADMIXTURE: TOTAL WATER: I-] ADDED WATER D SLUMP SPECIFIED: TEST sPECIMENS:' Cu. Yds Placed To Date Chemists and Engineers DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-22-86 Page 2of3 WEATHER: Clear 1o 7O's STRENGTH REQUIRED: 3500 PS I' IN 28 DESIGN IDENTIFICATION ~ QUANTITIES/cu. yd. n s.s.d. F1 wet WATER CEMENT RATIO TECHNICIAN: TIME: START FINISH ~,i~-h M~n~n~n4 L~_ne PM(!49-!52) days .LBS. LBS. .LBS. .LBS. LBS. LBS. SKS. SKS. GALS. GAL/SKS. LOCATION: Moore Rd. shrift sectic~n nnH Tie in et of Moore short ~ectlnn. PM(153-15A) nr Mnnr~ Rtl; Tie in w~th Park~,~y Blvd. PM(len-rOn) *~OTE: Verification of moisture compensation and batch weights was made at time of batch inspection in accordance with design mix. ~ ~ eeNOTE: Accredited by ~he Depa~menl of Commerce. National Voluntaw Laboratory Accredidat~on Program for selected test methods on Freshly Mixed Field Concrete. COMPRESSIVE STRENGTH TESTS (standard 6" x 12" cylinder) Seuth end at SPECIMEN SLUMP AGE DATE TOTAL COMPRESSIVE TYPE I.D. INCHES DAYS TESTED LOAD, LBS. STRENGTH, psi FRACTURE PM-149 PM-150 PM-151 PM-152 PM-153 PM-154 PM-15~ PM-156 PM-157 PM-158 PM-159 PM-160 2.5" 2.5" 2.5" 6" 6II 6.75" 6.75" 6.75" 6.75" 7 7 28 28 7 7 7 7 28 28 4-29 4-29 5-20 5-20. 4-29 4-29 5-2o 5-20 4-29 4-29 5-2O 5-20 107500 1O5OOO 153500 152500 105500 llO000 138000 131000 104000 111500 139000 134000 3803 3714 5430 5394 3732 3891 4881 4634 3679 3944 4917 4740 CURING PER A.S.T.M. C-31 7.2 7.3 E~( C-31 7.4 i-I OTHER SPECIFIC LOCATION: Meadowwood Tie in with lodge Rd. OTHER PERTINENT DATA Ticket ii: Air 1.3~; Truck #:U/W 146.8 Time: 12:45pm Temp: C- 71 o lbs/ft3 Ticket ii: A i r Truck #: Time: 1:30 pm Temp: C- 71 o 0.9% 150.41bs/Ft3 Ticket #: A i r 0.5% Truck #: U/W 148.4 Time: . 2: 15 pm Tamp: C-73© lbs/ft3 COPIES: 2-Aust in Paving 2-Ginn Inc. Co. 86-7597-31-8A Lab # ps [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: TEXAS TESTING LABORATORIES, INC. DALLAS/FT. WORTH SAN ANTONIO PROJECT: PARK MEADOWS FOR: TEXAS TESTING LABORATORIES, INC. Chemists and Engineers SEC Austin Paving Co. DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-22-86 Page 3 of 3 WEATHER: Clear Hi 70's I; P-7597 STRENGTH REQUIRED: 3500 PS I IN DESIGN IDENTIFICATION # CONCRETE SUPPLIER: Dry Batchin9 on Site MATERIALS SOURCE 28 days QUANTITIES/cu. yd. D s.s.d, r'] wet CEMENT: FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADMIXTURE:__ ADMIXTURE: TOTAL WATER: I-I ADDED WATER [] SLUMP SPECIFIED: TEST SPECIMENS: Cu. Yds Placed To Date LOCATION: Alley runninq between Alley with Lodqe Road, st i 11 Forest LBS. .LBS. .LBS. LBS. LBS. LBS. .SKS, .SKS. GALS. WATER CEMENT RATIO GAL/SKS. TECHNICIAN: Mark G. Thomas TIME: START FINISH. Dr. and Lodge Road PM(161-164) at Ti~_ in nf 'NOTE: Verification of moisture compensation and batch weights was made at time of batch inspection m accordance with design mix, ~°NOTE: Accredited by th~ Department of Commerce, National Voluntary Laboratory Accredidat~on Program for selected test methods on Freshly Mixed Field Concrete. COMPRESSIVE STRENGTH TESTS (standard 6" x 12" cylinder) SPEC IM EN SLUM P AG E DATE TOTAL COM PR ESSlVE TYPE I.D. INCHES DAYS TESTED LOAD. LBS. STRENGTH, psi FRACTURE PM-161 PM-162 PM-163 PM-164 3.25" 3.25" 3.25" 3.25" 7 7 28 28 4-29 4-29 5-2o 5-20 110000 109000 140000 136000 3891 3856 4952 4811 OTHER PERTINENT DATA Ticket #: A i r 1.1% Truck #: U/W 149.2 Time: Tamp: 3:00 pm ¢-740 Ticket #: Truck #: Time: Temp: Tickel #: Truck #: Time: Temp: lbs/ft3 CURING PER A.S.T.M. C-31 7.2 7.3 E}( C-31 7.4 [] OTHER [] SPECIFIC LOCATION: COPIES: 2-Austin Paving 2-Ginn Inc, Lab # ps 86-7597-31-8 A [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: TEXAS TESTING LAB~ATORIES, INC.