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Park Meadow-LR 860416
SAN ANTONIO DALLAS/FT. WORTH TEXAS TESTING LABORATORIES, INC. Chemists and Engineers DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-16-86 PAGE 1 of 3 WEATHER: CLear 60' s PARK MEADOWS SEC II P-7597 PROJECT: AUSTIN PAVING CO. STRENGTH REQUIRED: _~OOO IN ?~ days FOR: CONCRETE SUPPLIER: DRY BATCHING ON SITE DESIGN IDENTIFICATION # MATERIALS SOURCE QUANTITIES /cu. yd. [] s.s.d. [] wet Cu. Yds Placed To Date LOCATION: Cul-De-Sac off south west end of still Forest Drive: PM (105~108) at 'SW~ieLdge; PM (109-112) at NE tie in. PM(Il3-116) at clear haven lane tie in with ~till 'NOTE: Verificat,on ol moisture compensation and batch we,ghts was mede at time of batch inspect,on ,n accordance with design m~xD r i ve N E Conne r. *'NOTE: Accredited by the Department of Commerce. National Voluntary Laboralory Accred~dat~on Program for selected test methods on Freshly Mixed Field Concrete. COMPRESSIVE STRENGTH TESTS (standard 6" x 12" cylinder) LBS. CEMENT: LBS. FLY ASH: LBS. FINE AGGREGATE: LBS. FINE AGGREGATE: LBS. COARSE AGGREGATE: LBS. INTERMEDIATE AGGREGATE: SKS. AD M IXTU RE:__ SKS. ADMIXTURE: GALS. TOTAL WATER: [] ADDED WATER D WATER CEMENT RATIO GA[./SKS. SLUMP SPECIFIED: PM 105-132 TECHNICIAN: Mark G. Thomas TEST SPECIMENS: ' 6: ~0 pm TIME:START 7.'00 am FINISH Forest SPECIMEN SLUMP AGE DATE TOTAL COMPRESSIVE TYPE .TED LOAD. LBS. STRENGTH, psi FRACTURE OTHI /NENT DATA I.D. INl~ tll:~ u/-,, t o I I:o , r-v u ..................... -' /- ., Alii(2.3%) U/W 136.4 lbs/Ft PM-lO5 5" 7 4-23 111500 3944 PM-106 5" 7 4-23 107500 3803 Truck #: PM-lO7 5" 28 5-14 132000 4669 Time: 8:00 am PM- 108 5" 28 5-14 135000 4775 Temp:~_..,~C-65© PM-lO9 3.5" 7 4-23 107500 3803 Ai~6.1%~ U/W 145.2 lbs/ft Tic k~,t. JL;~~ PM-110 3.5" 7 4-23 106000 3750 Truck #: PM-111 3.5" 28 5-14 135500 4793 Time: 9:30 am PM-112 3.5" 28 5-14 131000 4634 Temp: C_65© 7 4-23 107000 3785 ~2.3%~ PM-1pM_l1413 5"5,, 7 4-23 105000 3714 Air~ -J U/W 148.0 ;bs/ft Ticket .'W+--~ PM-115 5" 28 5-14 133000 4705 Truck #: PM~116 5" 28 5-14 136000 4811 Time: 10:15 am Ternp: C-66o CURING PER A.S.T.M. SPECIFIC LOCATION: COPIES: 2-Austin Paving Co. 2-Ginn, INC. Lab ~ .'-31 7.2 7.3 [] C-31 7.4 r-I OTHER [] 86-7597-31-6A [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: TEXAS TESTING LAB~RATORIES, INC. DALLAS/FT. WORTH SAN ANTONIO TEXAS TESTING LABORATORIES, INC. PROJECT: PARK MEADOWS SEC II P-7~Jg7 FOR: AUSTIN PAVING CO CONCRETE SUPPLIER: DRY BATCH I NG ON S I TE MATERIALS SOURCE Chemists and Engineers DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-16-86 PAGE WEATHER: Clear 601 s 2of 3 CEMENT: FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADMIXTURE:__ ADMIXTURE: TOTAL WATER: [] ADDED WATER [] SLUMP SPECIFIED: TEST SPECIMENS: PM 105- 132 Cu. Yds Placed To Date LOCATION: A1 le)~ ~outh of Par~kview' PlaCe STRENGTH REQUIRED: 3000 IN 28 DESIGN IDENTIFICATION # QUANTITIES /cu. yd. n s.s.d. [] wet WATER CEMENT RATIO TECHNICIAN: Mark G. Thomas TIME: START _ FINISH extending between:Lod_~ Rd, & Forest Dr.: days LBS. LBS, LBS. LBS. LBS. LBS. SKS. .SKS. GALS, GAL/SKS. PM (1 ]...7-120) ar Sta. 0+8616; PM(121-124) at 25 ft. east of Sra. 4+50. Alley "C": PM(125-128)at 5OFt 'NOTE'. Verification ol moisture comp .......... d batch we,ght ...... de at time o! bstch rasp ............. d .....ith design mix. Ea st of Sta. 0+9298 *'NOTE; Accredited by the Department of Commerce, National Voluntary Laboratory Accredidat~on Program for selected teat methods on Freshly Mixed Field Concrete, COMPRESSIVE STRENGTH TESTS (standard 6" x 12" cylinder) SPECIMEN SLUMP AGE DATE TOTAL COMPRESSIVE TYPE HES DAYS TESTED LOAD LBS. STRENGTH. psi FRACTURE OTHER INENT DATA Ai~ U/W 146.8 lbs/ft PM-117 5.25" 7 4-23 102000 3608 Ticl~.'l~#: PM-118 5 Z25" 7 4-23 106500 3767 Truck #: Time: 11: 30am PM-119 5.25" 28 5-14 133000 4705 Tamp: C-68© PM-120 5..25" 28 5-14 136000 4811 - Ai~2~ U/W 146.41bs/ft3 PM-121 1.75" 7 4-23 112000 3962 PM-122 1.75" 7 4-23 110500 3909 Truck #: PM- 123 1.75" 28 5-14 140000 4952 Time: 2: OOnPm PM-124 1 .75" 28 5-14 142000 5023 Temp: C-72v PM-125 5.5 II 7 4-23 91000 3219 Air U/W 147.6 lbs/ft3 PM-l.26 5.5 II 7 4-23 96000 3396 Ticket #: PM-127 5.5 ,i 28 5-14 137500 4864 Truck#: PM-128 5.5" 28 5-14 138500 4899 Time: 3:15 pm 'remp: C- 70© CURING PER A.S.T.M. C-31 7.2 7.3 DX C-31 7.4 [] OTHER [] SPECIFIC LOCATION: COPIES: 2-Austin Paving Co. 2-Ginn, Inc. Lab # 86-7597-31-6A r-i DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: TEXAS TESTING'L~'I~RATORIES, INC. DALLAS/FT. WORTH SAN ANTONIO TEXAS TESTING LABORATORIES, INC. DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-16-R~ Page 3 of PROJECT: PARK MEADOWg 5;FE II P-7597 FOR: Austin Pavin9 Eh_ CONCRETE SUPPLIER: Dry R~t~'hing on S!te MATERIALS SOURCE CEMENT: FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADM IXTU RE:__ ADMIXTURE: TOTAL WATER: [] ADDED WATER [] SLUMP SPECIFIED: TEST SPECIMENS: Cu. Yds Placed To Date LOCATION: PM(129-132) at tie in on Alley "£" WEATHER: Clear 75© STRENGTH REQUIRED: 3000 .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. Thr~mR~ TIME: START FINISH Wi th still Fnr~t hr GAL/SKS. 'NOTE: Verification o( rno~sture compensation and batch weights was made at time of batch mspechon ~n accordance with design mix. *'NOTE: Accredited by the Department o{ Commerce, National Voluntary 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 PM-129 PM-130 PM-131 PM-132 4.25I' 4.25" 4.25" 4.25" 7 7 28 28 4-23 4-23 5-14 5-14 102000 3608 9<3000 3502 135000 4775 137500 4864 OTHER PERTINENT DATA Air 3.8% U/W 146.8 Ticket #: Truck #: Time: 5: 1 5,.,pm Temp: C- 70'" Ticket #: Truck #: Time: Temp: Ticket #: Truck #: Time: Temp: lbs/ft3 CURING PER A.S.T.M. SPECIFIC LOCATION: COPIES: C-31 7.2 7.3 ~ C-31 7.4 I-1 OTHER [] 2-Austin ~aving Co. 2-Ginn, Inc. Lab # 86~7597-31-6A [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: TEXAS TESTING LABORATORIES, INC. [~ALLAs~:T. WORTH TEXAS TESTING LABORATORIES, INC. Chemists and Engineers DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-1~-86 PAGE 1 of WEATHER: CLear 60' s PROJECT: PARK MEADOWS FOR: CONCRETE SUPPLIER: DRY BATCH I NG ON S ITE MATERIALS SOURCE CEMENT: FLY ASH: SEC II P-7597 AUSTIN PAVING CO. SAN ANTONIO FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADMIXTURE:__ AD M IXTU R E:. STRENGTH REQUIRED: DESIGN IDENTIFICATION # -- QUANTITIES /cu. yd, r'l s.$.d, f-I wet TOTAL WATER: O ADDED WATER [] SLUMP SPECIFIED: WATER CEMENT RATIO PM 105-132 TECHNICIAN: Mark G. Thomas TEST SPECIMENS: Cu. Yds Placed To Date TIME: START 7:00 am FINISH LOCATION: Cul-De-Sac off south west end of still Forest Drive: PM (105~108) PM (109-112) at NE tie in. PM(Il3-116) at clear haven lane tie in with 'NOTE: Ver,fication of moisture comp,haSt,on and batch weights was made at I,me of batch mspectmon ,n accordance with design m,.Dr ive NE Conner, '*NOTE: Accredited 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) days LBS. LBS. LBS. LBS. .LBS. LBS. SKS. SKS. GALS. GAL/SKS. 6:)0 pm ar SWddge; Fo re s t SPECIMEN SLUMP AGE DATE TOTAL COMPRESSIVE TYPE I.D. INCHES DAYS TESTED LOAD. LBS. STRENGTH. psi FRACTURE PM-lO5 PM-lO6 PM-lO7 PM-lO8 PM-lO9 PM-110 PM-111 PM-112 PM-113 PM-114 PM-115 PM-116 11 5mt 5I' 5" 3.5" 3.5" 3' 5II 5" 7 7 28 28 7 7 28 28 7 7 28 28 4-23 4-23 5-14 5-14 4-23 4-23 5-14 5-14 4-23 4-23 5-14 5-14 CURING PER A.S.T.M. SPECIFIC LOCATION: C-31 7.2 7.3 O 111500 107500 107500 106000 107000 105000 3944 3803 3803 3750 3785 3714 :-31 7.4 [] OTHER [] OTHER PERTINENT DATA AIR 2.3% U/W 136.4 Ticket e: Truck il: Time: 8:00 am Temp: C-65© lbs/Ft. Air 6.1% U/W 145.2 Ticket #: Truck #: Time: 9:30 am Tamp: C_65© lbs/ft3 Air 2.3% U/W 148.0 Tickel il: Truck il: Time: 10:15 am Temp: C'66° ;bs/ft3 COPIES: 2-Austin Paving Co. 2-Ginn, INC. Lab ~ 86-7597-31-6 ps [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: TEXAS TESTING LAI~TORIES. INC. 1526 S. GOOD-LATIMER EXP. / P.O. BOX 2144 / nALLAS. TEXAS 75221 / AC 214 42S-?481 DALLAS/iT. WORTH SAN ANTONIO TEXAS TESTING LABORATORIES, INC. Chemists and Engineers DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-16-86 PAGE 2 of 3 PROJECT: PAEK HEADOWS SEC II P-7c;97_ FOR: AUSTIN PAVING £0. CONCRETE SUPPLIER: DRY BATCH lNG ON SITE MATERIALS SOURCE CEMENT: FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADMIXTURE:__ ADMIXTURE:. TOTAL WATER: F'I ADDED WATER [] SLUMP SPECIFIED: TEST SPECIMENS: PM 105-132 Cu. Yds Placed To Date LOCATION: A]le~' south of Par:kview' Pla~e WEATHER: C ! ear 60 ' s STRENGTH REQUIRED: 3000 DESIGN IDENTIFICATION # -- QUANTITIES /cu. yd. r'l $.$.d. [] wet WATER CEMENT RATIO TECHNICIAN: Mark G, TIME: START extending_between Lo__dg_e Rd. Thomas IN 28 days LBS. LBS. LBS. LBS. LBS. LBS. SKS. SKS. GALS. GAL/SKS. FINIqH Forest Dr,: PH(117-120) ar Sra. 0+8616; PM(121-124) at 2~ ft. east of Sra. 4+50. Alley "C": PM(12~-12,,8)at 5OFt 'NOTE: Ver,hcat,on of mo,sture coml0ensat,on and batch we,ghts was made at t,me of batch ,nspect .......... dance~,,th des,g ..... East of Sta. 0+9298. *'NOTE: Accredited by the Department of Commerce. Nat,onal Voluntary Laboratory Accredidatlon Program for selected test methods on Freshly M~ed 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-117 PM-118 PM-119 PM-120 PM-121 PM-122 PM-123 PM-124 PM-125 PM-126 PM-127 PM-128 5.25" 5.:25" 5.25" 5.25" 1.75" 1 . 75" 1.75" 1.75" 5.5" 5.5" 5.5" 7 7 28 28 7 7 28 28 7 7 28 28 4-23 4-23 5-14 5-14 4-23 4-23 5-14 5-14 4-23 4-23 5-14 5-14 102000 106500 112000 110500 910o0 96000 3608 3767 3962 3909 3219 3396 OTHER PERTINENT DATA Air 2.6% U/W 146.8 Ticket t: Truck Time: 11:30am TemD: C-680 ]bs/ft3 Air2.8% U/W 146.41bs/ft3 Ticket t: Truck ti: 2: 00nPm Time: TemD: C-72~ Airl.2~; U/W 147.6 Ticket ti: Truck ti: Time: 3: 15 pm Temp: C- 70° lbs/ft3 CURING PER A.S.T.M. SPECIFIC LOCATION: C-31 7.2 7.3 []X C-31 7.4 [3 OTHER [] COPIES: 2-Austin Paving 2-Ginn, Inc. Co. Lab # 86-7597-31-6 ps [3 DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: TEXAS TESTING'LI['I~RA' . INC. 1526S. GOOD-LATIMER EXP. / P.O BOX 2144/ DALLAS, TEXAS 75221 / AC 214 428-7481 I~A LLAS/~:T. WORTH SAN ANTONIO TEXAS TESTING LABORATORIES, INC. Chemists and Engineers DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement /.f-IR-RR Page 3 of C i e a r ~:'~ 5° PROJECT: pARK MEADOWg gF£ ~! P'7597 FOR: AuRl-in P~vlng ~n_ CONCRETE SUPPLIER: Dry R~_tch!~g oP_ $!te MATERIALS SOURCE CEMENT: FLY ASH: WEATHER: STRENGTH REQUIRED: 3000 IN 28 DESIGN IDENTIFICATION ~ QUANTITIES /cu, yd, El s,s.d. El wet days LBS. LBS. LBS. FINE AGGREGATE: LBS. FINE AGGREGATE: LBS. COARSE AGGREGATE: INTERMEDIATE AGGREGATE: LBS. SKS. ADMIXTURE:__ .SKS. ADMIXTURE: TOTAL WATER: r-] ADDED WATER El GALS. SLUMP SPECIFIED: WATER CEMENT RATIO TEST SPECIMENS: TECHNICIAN: MRrE {~. ThnrnR~. Cu. Yds Placed To Date TIME: START FINISH LOCATION: PM(129-132) at tie in on Alley "C" With ~titl Fnr~t Or: 'NOTE: Verification o! moisture compenaatlOn and batch weights wes made at t~me of belch ins~)ectlon in accordance with design mix. *'NOTE: Accredited by the Department of Commerce, Nanonal Voluntary Laboratory Accredldet~on Program for selected test methods on Freshty Mined 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 GAL/SKS. PM-129 PM-130 PM-131 PM- 132 4.25" 4.25" 4.25" 4.25" 7 7 28 28 4-23 4-23 5-14 5-14 CURING PER A.S.T.M. SPECIFIC LOCATION: 102000 99000 3608 3502 C-31 7.2 7.3 E~( C-31 7.4 [] OTHER I-I Air 3.8% U/W 146.8 Tickel It: Truck Il: Time: 5: 15oPm Tem~: C- 70 Ticket #: Truck #: Time: Tamp: Ticket #: Truck Il: Time: Tamp: COPIES: 2-Aus[in 2-Ginn, Lab # ps paving Co. Inc. [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: 86-7597-31-6 Respectfully Submitted: TEXAS TESTING LABORATORIES, INC. 1526 S, GOOD-LATIMER EXP. / PO. BOX 2144 / DALLAS. TEXAS 75221 / AC 214 428-7481 lbs/ft3