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Park Meadow-LR 860409' s SAN ANTONIO DALLAS/FT. WORTH TEXAS TESTING LABORATORIES, INC. Chemists and Engineers PROJECT: PARK MEADOWS AUSTIN PAVING FOR: DRY BATCH lNG ON CONCRETE SUPPLIER: DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-9-86 WEATHER: Pa rtl y SEC II P-7597 STRENGTH REQUIRED: SITE DESIGN IDENTIFICATION # Cloudy 60's ~000 IN 28 days CEMENT: MATERIALS SOURCE PAGE 1 FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADMIXTU RE:__ ADMIXTURE: TOTAL WATER: [] ADDED WATER [] of 3 QUANTITIES /cu. yd. [] s.s.d. [3 wet .LBS. LBS. LBS. .LBS. .LBS. LBS. SKS. SKS. GALS. SLUMP SPECIFIED: WATER CEMENT RATIO. TEST SPECIMENS: PM 13-40 TECHNICIAN: Hark G, Thomas Cu. Yds Placed To Date TIME:START 7:00 am .FINISH 7:00 pm LOCATION: Meadow woodlane:PH(.l:3-16)at g~- Nh. 9+nn; PM(~17-,20)i.a~'SI;a-_l.l+.50~, PMC2~..-'.2~LJ)_ at 2~ ft east of g~. Nh_ 13+50 'NOTE: Verification o¢ moisture compensation and belch we,ghts was made at time of batch insDecnon in accordance with design mix. °'NOTE: Accredited by the Department of Commerce, National Voluntsry Laboratory Accredidst~on Program for selected test methods On Freshly Mixed Field Concrete. COMPRESSIVE STRENGTH TESTS (standard 6" x 12°' cylinder) GAL/SKS. SPECIMEN SLUMP AGE DATE TOTAL COMPRESSIVE TYPE I.D. INCHES DAYS TESTED LOAD, LBS. STRENGTH, psi FRACTURE OTHER PE RTl N E~bT-,DATA Ticke! #: Time: ~ am PM-13 PM-14 PM-15 PM-t6 PM-17 PM-18 PM-19 PM-20 PM-21 PM-22 PM-23 PM-24 2. 2. 2. 3.5 3.5 3.5 3.5 2.75 2.75 2.75 2.75 7 7 28 28 7/ 7 28 28 7 7 28 28 4-16 4,16 5-7 5-7 4-16 4-16 5-7 5-7 4-16 4-16 5-7 5-7 97500 93500 132500 140000 95OO0 93000 145000 143000 96500 90o00 148000 140500 CURING PER A.S.T.M. SPECIFIC LOCATION: C-31 7.2 3449 3307 4687 4952 3360 3290 5129 5058 3413 3184 5235 4970 7.3 [3X C-31 7.4 r-I OTHER [] COPIES: 2-Austin 2-Ginn, Paving Co. Inc Lab # 86-7597-31-2 A Temp: 48.01bs/ft C-70o Ticket #: .81 b~/ft Truck #: Time: 9: 30am Temp: C-67° Ticket #~ Temp: C-68° I-3 DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: TExAs TESTING LAB~7~AIORI'ES, INC. lbs/ft- 'DALLAS'/FT. WORTH SAN ANTONIO TEXAS TESTING LABORATORIES, INC. Chemists and Engineers DAILY CONCRETE MIX INSPECTION AND TESTS 4-9-86 Date of Placement PROJECT: PARK MEAD0t',~S SEC II P-7597 FOR: AUST I N 'PAY I NG CONCRETE SUPPLIER: DRY BATCHING ON SITE MATERIALS SOURCE PAGE CEMENT: 2of 3 Partly Cloudy 60's WEATHER'. 3000 28 STRENGTH REOUIRED: IN DESIGN IDENTIFICATION # QUANTITIES /cu. yd. [] s.s.d. [] wet days LBS. FLY ASH: LBS. FINE AGGREGATE: ,LBS. FINE AGGREGATE: .LBS. COARSE AGGREGATE: .LBS. INTERMEDIATE AGGREGATE: .LBS. ADMIXTURE:__ SKS. ADMIXTURE:. SKS. TOTAL WATER: I-I ADDED WATER ID GALS. SLUMP SPECIFIED: WATER CEMENT RATIO GAL/SKS. TEST SPECIMENS: 28 C¥] inders total (PM) TECHNICIAN: Mark G. Thomas Cu. Yds Placed To Date __ TIME: START. FINISH PM(25_-28}_ at Sra. No. 16+00 Clear Haven lane: PM(33---~) LOCATION: Meadow wood lane: 7+50; PM (29-32) at 25 ft..north of Sta No. 5+50 'NOTE; Verification o[ moisture comperlsst~on and batch weights was made st time of batch ~risl:)ectiori m accordance with desigri mix. "NOTE: Accredited by the Department of Commerce, Natiorial Voluntary Laboratory Accredida1~on Program for selecled test methods on Freshly Mixed Field Concrete. COMPRESSIVE STRENGTH TESTS (standard 6" x 12" cylinder) at Sta. SPECIMEN SLUMP AGE DATE TOTAL COMPRESSIVE TYPE I.D. INCHES DAYS TESTED LOAD. LBS. STRENGTH, psi FRACTURE OTHER PERTINENT DATA PM-25 PM-26 PM-27 PM-28 PM-29 PM-30 PM-31 PM-32 P~-33 PM-34 PH-35 PH-36 5.75" 5.75" 5.75" 5.75" 3.75" 3.75" 3.75" 3.75" 7 4-16 7 4-16 28 5-7 28 5-7 7 4-16 7 4-16 28 5 -7 28 5-7 7 4-16 7 4-.16 28 5-7 28 5-7: 94500 98OO0 149000 147000 92000 91000 142000 140000 99000 90500 139500 141500 3343 3467 5271 5200 3254 3219 5023 4952 3502 3201 4935 5005 Ticket #: AN~1 Truck#: U 48.41bs/ft3 Time: 12: 30 pm Temp: 7o© Ticket #: Alii Truck#: U 49.6 1 bs/FT Time: 3: 00 pm Temp: 68© Tickel #: A Truck #: .6 l bs/ft3 Time: ., Temp: 70© CURING PER A.S.T.M. C-31 7.2 7.3 I~ C-31 7.4 [] OTHER [] SPECIFIC LOCATION: COPIES: 2-Austin Paviing 2-Ginn, Inc. Lab # -86-7597-31-2A [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: TEXAS TESTING LABORATORIES, INC. SAN ANTONIO DALLAS/FT. WORTH TEXAS TESTING LABORATORIES, INC. ~~A __ ~-~~~ Chemists and Engineers DAILY CONCRETE MIX INSPECTION AND TESTS Date of Placement 4-9-86 PROJECT: PARK M.E__AD0_WS SEC II P-7597 FOR: AUSTIN PAVING CONCRETE SUPPLIER: DRY BATCH I NG ON S I TE MATERIALS SOURCE PAGE 3 CEMENT: of 3 FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: iNTERMEDIATE AGGREGATE: ADMIXTURE:- ADMIXTURE: Partly Cloudy 60's WEATHER'. STRENGTH REQUIRED: 3000 IN 28 DESIGN IDENTIFICATION # QUANTITIES /cu. yd. [] s.s.d. [] wet TOTAL WATER: [] ADDED WATER [] SLUMP SPECIFIED: WATER CEMENT RATIO TEST SPECIMENS: 28 Cylinders total (PM) TECHNICIAN: Mark G. Cu. Yds Placed To Date TIME: START LOCATION: Clear haven lane: PM (37.--~-0) at Sta, 3+00 end of Day 'NOTE: Verification o! moisture compensation and batch weights was made at time of batch inspec.on in accordance with design mix. °'NOTE: Accredited by the Department of Commerce, National Voluntary Laboratory Accredidation Program ]or 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 days LBS. LBS. LBS. LBS. LBS. LBS. SKS. .SKS. GALS. Thoma FINISH GAL/SKS. PM-37 PM-38 PM-39 PM-40 4.5" 4.5" 4.5" 7 7 28 28 4-16 4-16 5-7 5-7 855OO 895O0 138000 137500 3O24 3166 4881 4864 OTHER PERTINENT DATA Ticket #: ~ Truck #: 7.61 bs/ft3 Time: 5~O~5 Temp: 6 Ticket #: Truck #: Time: Temp: Ticket #: Truck #: Time: Temp: CURING PER A.S.T.M. SPECIFIC LOCATION: COPIES: 2-Austin Paving 2-Ginn Inc Lab # 86-7597-31-2 A C-31 7.2 7.3 ~ C-31 7.4 [] OTHER [] [] DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: TEXAS TESTING LAI~r'~RATORIES, lNG. ~ALLASTFT. WORTH S, AN ANTONIO TEXAS TESTING LABORATORIES, INC.  Chemists and Engineers E~[~ DAILYCONCRETEMIXINSPECTIONANDTESTS Date of Placement 4-9-86 WEATHER: PROJECT: PARK MEADOWS SEC II P-7597 FOR: AUST I N PAY I NG CONCRETE SUPPLIER: DRY BATCHING ON SITE MATERIALS SOURCE PAGE 1 CEMENT: FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADMIXTURE:__ ADMIXTURE:. TOTAL WATER: ri ADDED WATER SLUMP SPECIFIED: TEST SPECIMENS: PM 13-40 Cu, Yds Placed To Date LOCATION: Meadow wood Jane'. PM(A. 3-16) at gte. Partly Cloudy 60's STRENGTH REQUIRED: qJOOO IN 28 DESIGN IDENTIFICATION # QUANTITIES/cu. yd. [] s,a.d. [] wet of 3 days ,LBS. .LBS. LBS. .LBS. .LBS. .LBS. SKS. SKS. GALS. WATER CEMENT RATIO GAL/SKS. TECHNICIAN: Mark G. Thomas TIME: START 7: 00 am . FINISH 7: 00 pm Un. 9+nn; PM(.17-.20),.a~-Sta._)l+50; ~ PM(2~.2. L~)_ at 25 fr east of Sra. No. 13+50 "NOTE: Accredited by the Department of Commerce. National Voluntary Laboratory Accred,datmn 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. ps~ FRACTURE OTHER PERTINENT DATA PM-13 PM-14 PM-15 PM-16 PM-17 PM-18 PM-1 ~) PM-20 PM-21 PM-22 PM-23 PM-24 2. 2. 2. 3.5 3.5 3.5 2.75 2.75 2.75 2.75 CURING PER A.S.T,M. SPECIFIC LOCATION: 7 7 28 28 5 7, 7 28 28 7 7 28 28 :o31 4-16 4-16 5-7 5-7 4-16 4-16 5-7 5-7 4-16 4-16 5-7 5-7 7.2 7.3 97500 93500 950O0 93000 965OO 90000 3449 3307 3360 3290 3413 3184 I~ C-31 7.4 [3 OTHER Ticket #: A i r 3.3 % Truck #: UN I T WT: Time: 8:00 am Temp: c-70o AIR 2.0% Ticket #: UNIT WT: Truck #: Time: 9:30~m Temp: C-67° AIR 2.8% Tickel #: Truck#: UNIT WT: Time: ll:00am Temp: C-680 148.0lbs/fl COPIES: 2-Austin Paving Co, 2-Ginn, Inc Lab # 86-7597-31-2 ~ DOES ~ DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respeclfull¥ Submilted: TEXAS TESTING LABORATORIES, INC, 1526 S GOOD-lATIMER EXP. / PO. BOX 2144/ DALLAS, TEXAS 75221 /AC 214 428-7481 148.81bS/f~ 148.4 lbs/ftI DALLAS/FT. WORTH SAN ANTONIO t_TEXAS TESTINGof Placement ~ LABOR .ATORI ES, INC. Fl ,-. ~-~ Chemists and Engineers ~%!-1~'~ /~ l i / ~ I ~ ~ DAIL V CONCRETE MIX INSPECTION AND TESTS h-9~86 Partly Cloudy PROJECT: PARK HEADOtIS SEC I1 P-7597 FOR: AUSTIN PAVING CONCRETE SUPPLIER: DRY BAT£HING ON SITE MATERIALS SOURCE PAGE CEMENT: FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADMIXTURE:__ ADMIXTURE: TOTAL WATER: n ADDED WATER [] SLUMP SPECIFIED: TEST SPECIMENS: 28 Cyl #nd, rs total (PM) Cu. Yds Placed To Date __ LOCATION: Meadow wood lane: PM(25_-28~_ WEATHER: 3000 28 STRENGTH REQUIRED: IN DESIGN IDENTIFICATION # QUANTITIES/cu. yd. r'l s.a,d. [] wet of 3 .... days LBS. LBS, LBS. .LBS. .LBS. LBS. .SKS. SKS. GALS. WATER CEMENT RATIO GAL/SKS. TECHNICIAN: Mark G. Thomas TIME: START FINISH at Sra. No. 16+00 Clear Haven lane: PM(33_-36_) at Sta. 7+50; PM (29-32) at 25 ft..north of Sta No. 5+50 'NOTE: VefihC&tlon Of moisture compensation and batch weights was made at t~me of batch inspection Jn accordance with dealgn mix. "NOTE: Accredited by the Department of Commerce. Nat,oriel Volurltar¥ Laboratory Accredldatmon 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 PM PM PM PM PM PM PM PM PM PM PM 5. 5. 5. 75" 3.75" 3.75" 3.75" 3.75" 7 4-16 7 4-16 28 5-7 28 5-7 7 4-16 7 4-16 28 5-7 28 5-7 7 4-16 7 4-16 28 5-7 28 5-7 94500 98000 92000 91000 99000 90500 3343 3467 3254 3219 3502 3201 Ticket#: AIR2.6% Truck#: UNIT WT 148.41bs/ft3 Time: 12: pm Tamp: 70°30 AIR 1.8% Ticket #: Truck #: UN I T tV T Time: 3:00 pm Temp: 68° Ticket #: AIR 2. Truck#: UNIT WT:149.6 Time: 2.4% Temp: 7o° 149.6 lbs/F3~ lbs/ft3 CURING PER A.S.T,M. C-31 7.2 7.3 I~ C-31 7.4 CI OTHER I-1 SPECIFIC LOCATION: COPIES: 2-Austin Pavling 2-Ginn, Inc. Lab # (-1 DOES F'I DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: -86-7597-31-2 Respectfully Submitted: TEXAS TESTING LABORATORIES. INC. 1526 S. GOOD-LATIMER EXP. / P.O. BOX 2144 / PALLAS. TEXAS 75221 / AC 214 428-7481 DALLAS/~:T. WORTH SAN ANTONIO TEXAS TESTING LABOR.ATORIES, INC. .-. Chemists and Engmeers ~ Date of Placement ~-g-86 . ~ - Partly Cloudy 60's PROJECT: PARK ~ADOWS SEC I I P-7597 FOR: AUST I N PAV I NG CONCRETE SUPPLIER: DRY BATCH I NG ON g ITL MATERIALS SOURCE PAGE 3 of CEMENT: FLY ASH: FINE AGGREGATE: FINE AGGREGATE: COARSE AGGREGATE: INTERMEDIATE AGGREGATE: ADMIXTURE:__ ADMIXTURE: TOTAL WATER: ID ADDED WATER ID SLUMP SPECIFIED: TEST SPECIMENS: 28 C¥1 inders total (PM) Cu. Yds Placed To Date __ LOCATION: Clear haven lane: PM 3 WEATHER: STRENGTH REQUIRED: 3000 IN 28 DESIGN IDENTIFICATION e QUANTITIES/cu. yd. O ,.I.d. CI wet WATER CEMENT RATIO TECHNICIAN: Mark G. TIME: START (37.-~-0~ at Sra. ~+OO end of Day Thomas FINISH _days LBS. LBS. LBS. LBS. .LBS. LBS. SKS. SKS. GALS. GAL/SKS. 'NOTE: Verificabon of moisture compensation and batch we~ghls wa:5 made al lime Of batch inspect.on in accordance with design mix. "NOTE: Accredited by the Department of Commerce. Nat~onll Voluntary Laboratory Accredidat~on Progr:sm for selected lest methods on Frelhly Mixed Filial 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-37 PM-38 PM-39 PM-40 4.5" 4.5" 4.5" 7 7 28 28 4-16 4-16 5-7 5-7 85500 89500 3024 3166 Ticket #: Truck #: Time: Ternp: Ticket #: Truck #: Time: Temp: Tickel #: Truck #: Time: Tamp: AIR 2.6% UNIT WT 147.61bs/ft3 CURING PER A.S.T.M. C-31 7.2 7.3 r~ C-31 7.4 I~ OTHER r'l SPECIFIC LOCATION: COPIES: 2-Austin Paving 2-Ginn IRc Lab # 86-7597-31-2 [3 DOES [] DOES NOT COMPLY WITH SPECIFIED STRENGTH REQUIREMENT REMARKS: Respectfully Submitted: TEXAS TESTING LA ORI'ES, INC. 1526 S. GOOD-LATIMER EXP. / P.O. BOX 2144 / t~ALLAS. TEXAS 75221 / AC 214 428-7481