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Park Meadow-LR 860411DALLAS/FT. WORTH SAN ANTONIO TEXAS TESTING LABORATORIES, INC. Chemists and Engineers DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-11-86 PROJECT: PARK MEADOWS SEC II P-7597 FOR: Austin Pavinq CONCRETE SUPPLIER: Dry Batchin9 on site MATERIALS SOURCE PAGE CEMENT: FLY ASH: 1 of 2 WEATHER: Overcast 65© STRENGTH REQUIRED: 3000 , IN 28 DESIGN IDENTIFICATION # QUANTITIES/cu. yd. r-I $.s.d. r'l wet days LBS. LBS. LBS. FINE AGGREGATE: FINE AGGREGATE: LBS. COARSE AGGREGATE: .LBS. INTERMEDIATE AGGREGATE: ,LBS. SKS. ADMIXTURE:__ SKS, ADMIXTURE: GALS. TOTAL WATER: [] ADDED WATER [] WATER CEMENT RATIO GAL/SKS. SLUMP SPECIFIED: _. - PM-65-'8~ -' TECHNICIAN: Marl< G Thc~rna~ TEST SPECIMENS: Cu. Yds Placed To Date ' TIME: START 7:00 am FINISH 5: 3O ,nm LOCATION: Parkview place: PM 65-6,8, Rt Eta. 1R+Of); PM 6.9-72 ~t rS F*~ e=-t; oF ~ta_ 2?+00 *NOTE: Verification of moisture compensation and batch weights was made at time of batch inspection m accordance with design mix. '*NOTE: Accredited by the 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) SPECIMEN SLUMP AGE DATE TOTAL COMPRESSIVE TYPE I.D. INCHES DAYS TESTED LOAD. LBS. STRENGTH, psi FRACTURE OTHER PERTINENT DATA PM-65 PM-66 PM-67 PM-68 PM-69 PM-70 PM-71 PM-72 PM:73 PM-74 PM-75 PM-76 1.75" 1.75" 1 .75'f 1.75" 3. 3. 3. 7 4-18 7 4-18 28 5 -9 28 5-9 7 4-18 7 4-18 28 5-9 28 5-9 7 4-18 7 4-18 28 5-9 28 5-9 115500 117500 155000 155000 113OO0 112000 155000 160000 10400O 1105OO 180000 177500 4086 4156 5483 5483 3997 3962 5483 5660 3679 3909 6367 6279 Ticket#: Air 1.1% Truck#: UNIT WT: Time: 8:00 am Temp: C_63© Ticket#:AIR: 1,2% Truck#: U/W: 148.8 Time: 10:00 Temp: C_68© Ticket #: AIRL 1.6% Truck #: U/W 148.8 Time: 11: 30 am Temp: C_69© 149.6 lbs/F lbs/ft3 CURING PER A.S.T.M. C-31 7.2 7.3 E3X C-31 7.4 E3 OTHER [] SPECIFIC LOCATION: COPIES: 2-Austin Paving Co. 2-Ginn, Inc. Lab # 86-7597-31-4 A i-I DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: TEXAS TESTING LAB~"ATORI'ES, INC. DALb~S/FT. WORTH SAN ANTONIO TEXAS TESTING LABORATORIES, INC. Chemists and Engineers DAILYCONCRETEMIXINSPECTIONANDTESTS Date of Placement 4-11-86 PROJECT: ¢~J{j~' MEADOWS SEC I I P-7597 FOR: Austin Paving Co. CONCRETE SUPPLIER: Dry Batching on site MATERIALS SOURCE Page CEMENT: FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADMIXTURE:__ ADMIXTURE: TOTAL WATER: [] ADDED WATER [] SLUMP SPECIFIED: 16 cy-ls. @3500 PSI TEST SPECIMENS: WEATHER: Overcast 65© 3500 28 STRENGTH REOUIRED: IN_ DESIGN IDENTIFICATION # QUANTITIES/cu. yd. [] s.s.d. [] wet of 2 days LBS. LBS. LBS. LBS. LBS. LBS. SKS, SKS. GALS. WATER CEMENT RATIO GAL/SKS. (PM) TECHNICIAN: Mark G. Thomas Cu. Yds Placed To Date TIME: START FINISH LOCATION:. Parkview Place Tie-in w/Moore Ed -Southside (hand pour) PH'73-76,PH'77-~O alley between MoO~e Rd. & Stil 1 Eorest (NE CONNER)..__~5Ft. N..of,Sra. 2+00; pM_.,81-_84' same atl~y S~a.7+00 'NOTE: Verification of moisture compensation and batch weights was mede at time of batch ,nspect,on ,n accordance with design mix. '~O~:he r Loca t ion be l ow: "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) SPECIMEN SLUMP AGE DATE TOTAL COMPRESSIVE TYPE I.D. INCHES DAYS TESTED LOAD. LBS. STRENGTH, psi FRACTURE OTHER PERTINENT DATA PM-73 PM-74 PM-75 PM-76 PM-77 PM-78 PM-79 PM-80 PM-81 PM-82 PM-83 PM-84 6. 6. 6. 6.5 6.5 6.5 6.5 7 7 28 28 7 7 28 28 7 7 28 28 4-18 4-18 5-9 5-9 4-18 4-18 5-9 5-9 4-18 4-18 5-9 5-9 106000 9800O 162500 160000 975o0 98500 161000 158000 112000 117OO0 167500 170000 3750 3467 5748 5660 3449 3484 5695 5589 3962 4139 5925 6013 Ticket#: AIR:0.8% Truck#: U/W 148.8 lbs/ft.3 Time: 1:00 Tamp: C-70 Ticket #: Air: 0.7% T,uck#: ~/:~0148.8 lbs/Ft.3 Time: Tamp: C- 70© Tickel #: Truck #: Time: Temp: CURING PER A.S.T.M. SPECIFIC LOCATION: :-31 7.2 7.3 E~X C-31 7.4 [] OTHER [] * Alley between Still Forest Drive & Noore Rd.: PM (85-~8) at Sra.#10+00 COPIES: (Hand Pour). 2-Austin Paving Co. 2-Ginn, lnc. Lab # 86-7597-31-4 A [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: TEXAS TESTING LAB'ORATORI'ES, INC. DALLAS/FT. WORTH SAN ANTONIO TEXAS TESTING LABORATORIES, INC. DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-11-86 PROJECT: PARK MEADOWS SEC II P-7597 FOR: Austin Paving CONCRETE SUPPLIER: Dry Batchin9 on site MATERIALS SOURCE PAGE CEMENT: FLY ASH: ! of 2 ' WEATHER: Overcast 65° STRENGTH REQUIRED: 3000 IN 28 DESIGN IDENTIFICATION ~ QUANTITIES/cu. yd. O a.e.d. I-1 wet days LBS. LBS. FINE AGGREGATE: LBS. FINE AGGREGATE: LBS. COARSE AGGREGATE: LBS. INTERMEDIATE AGGREGATE: LBS. ADMIXTURE:__ ,SKS. ADMIXTURE: SKS. TOTAL WATER: ID ADDED WATER [] WATER CEMENT RATIO GAIJSKS. SLUMP SPECIFIED: ..... TEST SPECIMENS: p--~-r~ .... -' TECHNICIAN: Hark G Thomas Cu. Yds Placed To Date TIME: START 7: 00 am FINISH ~: _~0 .nm LOCATION: Parkview place: PM 65-6.8; at ~t~_ 1R+OCJ; PM 6.9-72 mt 75 rt, e=_~ of St=__ 27+00 'NOTE: Verihcahon Or moisture compensabon and batch weights was made at t~me of batch msDect~on ~n accordance with design mtx. °*NOTE: Accred,ted by the Department of Commerce. Nattonal Voluntary Laboratory Accredidat,on Program for selected test methods on Freshly Mixed Field Concrate. 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-65 PM-66 PM-67 PM-68 PM-69 PM-70 PM-71 PM-72 PM-73 PM-74 PM-75 PM-76 1.75" 1.75" 1.75" 1.75" 7 4-18 7 4-18 28 5-9 28 5-9 7 4-18 7 4-18 28 5-9 28 5-9 7 4-18 7 4-18 28 5-9 28 5-9 ] 15500 l 175O0 113000 112000 104000 11O500 4086 4156 3997 3962 3679 3909 Ticket #: A i r 1.1 ~ Truck #: UN I T WT: Time: 8:00 am Temp: C_63o Ticket #: A I R: I. 2 % Truck #; U/W: 148.8 Time: 10: 00 Temp: C_680 Ticket #: AIR:. 1.6~; Truck #' U/W 148.8 Time: 11: 300 am Temp: C- 6 9 149.6 lbs/Ft lbs/ft3 CURING PER A.S.T.M. C-31 7.2 7.3 I~ C-31 7.4 r-1 OTHER [] SPECIFIC LOCATION: COPIES: 2-Austin Paving Co. 2-Ginn, Inc. Lab # 1-1 DOES CI DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: 86-7597-31-4 Respectfully Submitted: 1526 S. GOOD-LATIMER EXP. / P.O. BOX 2144 / DALLAS, TEXAS 75221 / AC 214 428-7481 SAN ANTONIO DALLAS/FT. WORTH TEXAS TESTING LABORATORIES, INC.  Chemists and Engineers ~~ DAILYCONCRETEMIXINSPECTIONANDTESTS · Date of Placement 4-11-86 Overcast 65© WEATHER: PROJECT: PARK MEAD(~WS SEC II P-7597 FOR: Austin Paving Co, CONCRETE SUPPLIER: Dry Batching on site MATERIALS SOURCE Page 2 CEMENT: FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADMIXTURE:__ ADMIXTURE:. TOTAL WATER: D ADDED WATER I"1 SLUMP SPECIFIEO: TEST SPECIMENS: 16 cy]s. @3500 PSI Cu. Yds Placed To Date LOCATION: Parkview Place Tie-in between Pioor. e Rd. & Still Forest of 2 3500 28 STRENGTH REQUIRED: IN DESIGN IDENTIFICATION # QUANTITIES/cu. yd. [] s.$.d. [] wit WATER CEMENT RATIO (PPi) TECHNICIAN: Piark G. Thomas , .days LBS. LBS. LBS. LBS. LBS. LBS. SKS. SKS. GALS. GAL/SKS. TIME: START FINISH w/Moore Rd -Southside (hand po~ur) PM'73-76,PM'77-~O alley (N-~ ~-~N~[~)..__~Ft.N. of,Sra. Z+O0.1 pM]81-_84: ~ame all~y S~a.7+O0 'NOTE: Verification of mo,sture compensation and batch we,ghts was made at t,me of batch ,napect,on ,n accordance with design m,)~. .~r. O t he r Loca t i on be l ow: "NOTE: Accredited by the 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) SPECIMEN SLUMP AGE DATE TOTAL COMPRESSIVE TYPE I.D. INCHES DAYS TESTED LOAD, LBS. STRENGTH, psi FRACTURE OTHER PERTINENT DATA PM-73 PM-74 PM-75 PM-76 PM-77 PM-78 PM-79 PM-80 PM-81 PM-82 PM-83 PM-84 6. 6. 6. 6.5 6.5 6.5 6.5 7 7 28 28 7 7 28 28 7 7 28 28 4-18 4-18 5-9 5-9 4-18 4-18 5-9 5-9 4-181 4-18 5-9 5-9 106000 98000 97500 98500 112000 117000 3750 3467 3449 3484 3962 4139 Ticket#: AIR:0.8% Truck#: U/W 148.8 lbs/ft.3 Time: 1:00 Temp: C-70 Ticket ": Air: 0.7~; T, UCk#: ~/:~ 148.8 lbs/Ft.3 Time: 0 Temp: C- 70© Ticket #: Truck #; Time: Temp: C-31 7.2 7.3 E3X C-31 7.4 [] OTHER [] * Alley between Still Forest Drive & Hoore Rd.: PPI (85-8~) at Sta.#10+00 CURING PER A.S.T.M. SPECIFIC LOCATION: COPIES: (Hand Pour). 2-Austin Paving Co. 2-Ginn, Inc. Lab # FI DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: 86-7597-31-4 TEXAS TESTING LAB'ORATO I'Es. INC. 1526 S. GOOD-LATIMER EXP. / P.O. BOX 2144 / ~ALLAS, TEXAS 75221 / AC 214 428-7481