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Park Meadow-LR 860415DALLAS/FT. WORTH PROJECTi PARK MEADOW SEC II P-7597 FOR: AUST I N PAV I NG CO. TEXAS TESTING LABORATORIES, INC. Chemists and Engineers DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-1c;-8R Page 1 of WEATHER: Clear Breezy 60's SAN ANTONIO STRENGTH REQUIRED: 3500 IN DESIGN IDENTIFICATION ~ QUANTITIES /cu. yd. rq I.$.d. i'1 wet CONCRETE SUPPLIER: DRY BATCH lNG ON S I TE MATERIALS SOURCE CEMENT: FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADMIXTURE:__ ADMIXTURE:. 28 days TOTAL WATER: r-I ADDED WATER r-1 SLUMP SPECIFIED: WATER CEMENT RATIO TEST SPECIMENS: PM 89-104 TECHNICIAN: Cu. Yds Placed To Date TIME: START A] lay between Meadowwood Lane & Parkway Blvd. PM(8~)-92) at LOCATION: PM(93-96) at 25 ft. East of Sta. 5+00; PM(97-100) at West 'NOTE: Verlhcat~on of moisture compensation and batch wetghts was made at l~me of batch mspectmn in accordance with design ml~[. LBS. LBS. LBS. LBS. LBS. LBS. SKS. .SKS. GALS. GAI./SKS. FINISH. East. Tie-in Meadowwood; ;' Tie-in W/Meadowwood *'NOTE: Accredited by the Department of Commerce. National Voluntary Laboratory Accred~dat~on Program for selected test melhods on Freshly M~aed 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-89 PM-90 PM-91 PM-92 PM-93 PM-94 PM-95 PM-96 PM-97 PM-98 PM-99 PM-lO0 11 6~, 6" 6,~ 11 7" 7" 7" 4.25" 4.25TM 4.25" 4.25" 7 7 28 28 7 7 28 28 7 7 28 28 4-22 4-22 5-13 5-13 4-22 4-22 5-13 5-13 4-22 4-22 5-13 5-13 90000 97000 91500 95000 102500 106000 3184 3431 3237 3360 3626 3750 OTHER PERTINENT DATA AIR 5.5% U/W 144.81bs/ft3 Ticket #: Truck #: Time: 8:15 am Temp: C-580 Air 1.2% U/W 148.4 Ticket #: Truck #: Time: 11: 1~[ am Temp: C-68'" lbs/ft3 Air 4.4% U/W 147.6 Ticket #: Truck #: Time: 2:15_pm Temp: c-70u lbs/ft3 CURING PER A.S.T.M. C-31 7.2 7.3 [] C-31 7.4 [] OTHER [] SPECIFIC LOCATION: COPIES: 2-Austin Paving Co. 2-Ginn, Inc, Lab # ps [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: 86-7597-31-5 TEXAS TESTING RIES. INC. 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 DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-15-86 PAGE 2 of 2 cleal;~ Breezy 70° WEATHER: PARK MEADOWS' SEC i I P-7597 PROJECT: AUb~iN PAYING I~0. STRENGTH REQUIRED: 3500 IN 28 FOR: UKY ~AICHINL~ UN 51lB CONCRETE SUPPLIER: DESIGN IDENTIFICATION # MATERIALS SOURCE QUANTITIES/cu. yd. I'l I.s.d. I-I wet ..days LBS. CEMENT: LBS. FLY ASH: .LBS. FINE AGGREGATE: LBS. FINE AGGREGATE: COARSE AGGREGATE: LBS. INTERMEDIATE AGGREGATE: LBS. ADMIXTURE:__ SKS. ADMIXTURE: SKS. TOTAL WATER: I-I* ADDED WATER r-I GALS. SLUMP SPECIFIED: WATER CEMENT RATIO GAL/SKS. TEST SPECIMENS: Cyls. ~ 3500 psi (PM) TECHNICIAN: Mark Thomas Cu. Yds Placed To Date TIME: START FINISH LOCATION: Alley between lodqe Rd. and Clear Haven lane: PM (101-104) at 2c; ft. N~rrh of Sta. 5+~0 "NOTE: Accred*ted by the Department of Commerce. National Voluntary Laboratory Accredldatlon 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 OTHER PERTINENT DATA PM-101 PM-102 PM-lO3 PM-104 4.75" 7 4.75" 7 4.75'l 28 4.7~" 28 CURING PER A.S.T.M. SPECIFIC LOCATION: C-31 4-22 4-22 5-13 5-13 104000 1O65OO 3679 3767 7.2 7.3 E3X C-31 7.4 r-I OTHER I-I Air 2.7% U/W 150 Ticket #: Truck It: Time: 3: 00_pm Tamp: C- 70u Ticket #: Truck #: Time: Temp: Ticket #: Truck It: Time: Temp: COPIES: 2-Austin Paving 2-Ginn, Inc. Lab # ps [] DOES [-1 DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: 86-7597-31-5 Respectfully Submitted: ~~~~~O~RATO R IHS, TEXAS TESTING INC. 1526 S. GOOD-LATIMER EXP. / P.O. BOX 2144 / ~ALLAS. TEXAS 75221 / AC 214 428-7481 lbs/ft3 DALLASJFT. WORTH SAN ANTONIO TEXAS TESTING LABORATORIES, INC. Chemists and Engineers Date of Placement 4-1~-P,~, Page 1 of 2 WEATHER: Clear Breezy 60'5 PROJECT: PARK MEADOW SEC II P-7597 FOR: AUST I N RAV I NG CO. STRENGTH REQUIRED: 3~00 IN 28 days CONCRETE SUPPLIER: DRY BATCH I NG ON S ITL DESIGN IDENTIFICATION ~ MATERIALS SOURCE QUANTITIES /cu. yd. r-I s,s.d. I-] wet CEMENT: LBS. FLY ASH: .LBS. FINE AGGREGATE: LBS. FINE AGGREGATE: LBS. COARSE AGGREGATE: LBS. INTERMEDIATE AGGREGATE: .LBS. ADMIXTURE:__ SKS. ADMIXTURE:. SKS. TOTAL WATER: ID ADDED WATER [] .GALS. SLUMP SPECIFIED: WATER CEMENT RATIO GAL/SKS. TEST SPECIMENS: PPI 89-104 TECHNICIAN: Cu. Yds Placed To Date TIME: START LOCATION: Alley between Meadowwood Lane & Parkway Blvd. PM(89-92) at FINISH. East. Tie-in Meadowwood; PM(93-96) at 25 ft. East of Sta. 5+00; PM(97-100) at West Tie-in W/Meadowwood *NOTE: Verification of moisture compensation and batch weights was made au time of batch inspection ~n accordance with design m~x. e'NOTE: Accredited by the Department of Commerce. National Votuma~y Laboratory Accredidat~on 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 OTHER PERTINENTgATA AIR 144.81bs/ft3 PM-89 6" 7 4-22 90000 3184 Tickel #: PM-90 61' 7 4-22 97000 3431 Truck #: PM-91 6" 28 5-13 134000 4740 Time:r_c8: 15Dam PM-92 6" 28 5 -13 138000 4881 Temp~ 8 Ai/r 1.2%x~v/w 148.4 lbs/ft3 PM-93 7" 7 4-22 91500 3237 Ticl~et #: / PM-94 7" 7 4-22 95000 3360 Truc~ PM-95 7I' 28 5-13 131000 4634 Time: 11:1:~ a~ PM-96 7" 28 5-13 136000 4811 Tamp: C-~ / PM-97 4.25" 7 4-22 102500 3626 PM-98 4.25" 7 4-22 106000 3750 Air 4.4~/W 147.6 lbs/ft3 Ticket ~: PM-99 4.25" 28 5-13 149000 5271 Truck ~: PM-lO0 4.25" 28 5-13 148000 5235 Time: 2:15 pm Tamp: C- 70© CURING PER A.S.T.M. SPECIFIC LOCATION: COPIES: 2-Austin Paving Co. 2-Ginn, Inc. Lab # 86-7597-31-5 A ps C-31 7.2 7.3 [] C-31 7.4 [] OTHER [] [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: ESTING LABI~RATORIES, INC. ~ALLASTFT, WORTH SAN ANTONIO TEXAS TESTING LABORATORIES, INC. ~~~~ Chemists and Engineers DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-15-$6 PAGE 2 of 2 PARK MEADOWS SEC II P-7597 PROJECT: Au~/ iN PAVING CO. FOR: L)K¥ I~A'ICHING UN SITE CONCRETE SUPPLIER: MATERIALS SOURCE CEMENT: FLY ASH: WEATHER: Clear Breezy 70© STRENGTH REQUIRED: 3500 ~N 28 DESIGN IDENTIFICATION # QUANTITIES /cu, yd. [] s,s,d. [] wet days .LBS. .LBS. FiNE AGGREGATE: LBS. FINE AGGREGATE: LBS. COARSE AGGREGATE: LBS, INTERMEDIATE AGGREGATE: LBS. ADMIXTURE:__ ,SKS. ADMIXTURF. SKS. TOTAL WATER: [3 ADDED WATER [] GALS. SLUMP SPECIFIED: WATER CEMENT RATIO GAL/SKS. TEST SPECIMENS: Cyls. @ 3500 psi (PM) TECHNICIAN: Mark Thomas Cu. Yds Placed To Date TIME: START. FINISH LOCATION: Alley between lodqe Rd. and Clear Haven lane: PM (101-104) at 2~ ft. North of Sra. 'NOTE: Verification of moisture compensation and batch weights was made et time of batch mspechon m accordance with design "NOTE: Accredited by the Department of Commerce. National Voluntary Laboratory Accredidst*on Program [or setected test methods On Freshly Mixed Field Conccete. 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-lO1 PM-lO2 PM-103 PM-lO4 4.75TM 4.75" 4.75" 4.75" 7 7 28 28 4-22 4-22 5-13 5-13 104000 106500 143000 145500 3679 3767 5O58 5147 OTH ER,~TIN E NT DATA lbs/ft3 Tickel'~,~ Truck #: Time: 3: 00_ pm Tamp: C- 70U Tickel #: Truck #: Time: Temp: Ticket #: Truck #: Time: Temp: CURING PER A,S.T.M. C-31 7.2 7.3 [3X C-31 7.4 [] OTHER [] SPECIFIC LOCATION: COPIES: 2-Austin Paving 2-Ginn, Inc. Lab # ps 86-7597-31-5 A [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: TEXAS TESTING LABORATORIES, INC.