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Riverside Church-LR 940607 FIELD REPORT OF CONCRETE MIX INSPECTION AND TESTS Page 1 of 4 REPORT NO. 940338 DATE OF PLACEMENT: 6/7/94 PROJECT NO. 43-1069-94 PROJECT NAME: Riverside Church of Christ CLIENT NO. 74767500 CLIENT NAME: RiV¢l'side Church of Christ CONTRACTOR: Jolles-Buie CONCRETE SUPPLIER: TX] PLACEMENT LOCATION: __East parking area (see drawing). ...' MIX DESIGN INFORMATION Design Slrength: _X_ Compressive __ Flexural 3000 psi at 28 days Cement Factor: sacks/cubic yard Design Mix No. 8203 MATERIALS USED: SSD WEIGHT & QUANTITIES / CU. YD. * Cement/Fly Ash: lbs. * Fine Aggregate: lbs. * Coarse Aggregate: lbs. ° Admixture: /yard * Admixture: /yard Total Water: gallons Water/Cement Ralio: gallons/sack Slump (Design): 4" * As reported by batch plant. PLACEMENT INFORMATION Air Content: 2.5 % Temperature: 80° Ambient/96© Concrete Concrete Placed: 4 ] 0 cubic yards Weather: Clear Placement Time: Started: 7;00 arn Stopped: 3:00 pm Cylinders Made: 4 Time Sampled: __ 7:40 am CYLINDER ACTUAL TOTAL COMPJFLEX. OR ELAM AGE DATE SLUMP LOAD STRENGTH LOCATION/REMARKS MARK (DAYS) TESTED (inches) (pounds) (psi) l-I 7 06/14/94 4.0 62,730 2,220 ........ 1-2 28 07/05/94 4.0 88,270 3,120 1-3 28 07/05/94 4.0 91.800 3,250 Average 2_8._days - 3190 1-4 Hold Hold 4.0 Technician: David Hammett Time: Started: 5:00 am Stopped: 4:00 pm FIELD REPORT OF CONCRETE MIX INSPECTION AND TESTS Page 2 of 4 REPORT NO. 940338 DATE OF PLACEMENT: 6/7/94 PROJECT NO. 43-1069-94 PROJECT NAME: Riverside Church of Christ CUENT NO. 74767500 CLIENT NAME: Riverside Church of Christ CONTRACTOR: Jones-Buie CONCRETE SUPPLIER: TXq PLACEMENT LOCATION: East parking_area (see drawing).:___ MIX DESIGN INFORMATION Design Strength: _X_ Compressive __ Flexural 3000 psi at 28 days Cement Factor: sacks/cubic yard Design Mix No. 8~203 MATERIALS USED: SSD WEIGHT & QUANTITIES / CU. YD. * Cement/Fly Ash: lbs. * Fine Aggregate: lbs. * Coarse Aggregate: lbs. * Admixture: /yard * Admixture: /yard Total Water: gallons Watar/Cement Ratio: gallons/sack Slump (Design): * As reported by batch plant. PLACEMENT INFORMATION Air Content: 2.5 % Temperature: 84© Ambient/98© Concrete Concrete Placed: 4 ] 0 cubic yards Weather: C[ea.r Placement Time: Started: 7:00 am Stopped: 3200 pm _ Cylinders Made: 4 Time Sampled: 9:00 am CYLINDER ACTUAL TOTAL COMPJFLEX. OR BEAM AGE DATE SLUMP LOAD STRENGTH LOCATION/REMARKS MARK (DAYS) TESTED (inches) (pounds) (psi) 2-1 7 06/14/94 4.0 54,120 1,910 2-2 28 07/05/94 4.0 9__4:.360 3,340 2-3 28 07/05/94 4.0 95,480. 3,3_80 Averase 2.8.days - 3360 2-4 Hold Hold 4.0 Technician: . David Hammett ..... dB Time: Started: 5:00 am Stopped: 4:00 pm FIELD REPORT OF CONCRETE MIX INSPECTION AND TEST8 Page 3 of 4 REPORT NO. 940338 DATE OF PLACEMENT: 6/7/94 PROJECT NO. 43- ! 069-94 PROJECT NAME: Riverside Church of Christ CLIENT NO. 74767500 CLIENT NAME: Riverside Church of Christ CONIRACIOR: Jones-Buie CONCRETE SUPPLIER: PLACEMENT LOCATION: East parking a4-_e~ (see d_rawing). _ MIX DESIGN INFORMATION Design Strength: _.X_ Compressive __ Flexural _ 3000 psi at 28 days Cement Factor: sacks/cubic yard Design Mix No. 8203 MATERIALS USED: SSD WEIGHT & QUANTITIES / CU. YD. * Cement/Fly Ash: lbs. * Fine Aggregate: lbs. * Coarse Aggregate: lbs. * Admixture: /yard * Admixture: /yard Total Water: gallons Water/Cement Ratio: gallons/sack Slump (Design): 4" *As reported by batch plant. PLACEMENT INFORMATION Air Content: 5.0 % Temperature: 86° Ambient/100° Concrete Concrete Placed: 410 cubic yards Weather: Clear Placement l~me: Started: 7200 am Stopped: 3 ;00 .pm Cylinders Made: 4 Time Sampled: ]0:30 am CYLINDER ACTUAL TOTAL COMP./FLF_.X. OR BEAM AGE DATE SLUMP LOAD STRENGTH LOCATION/REMARKS MARK (DAYS) TESTED (inches) (pounds) (psi) 3- l 7 06/14/94 4.0 55,750 1,970 3-2 28 07/05/94 4.0 95_~.180 3,370 ._ __ 3-3 28 07/05/94 4.0 86,290 3,050 Averag_e_ 28 days - 3210 3-4 Hold Hold 4.0 Technician: ..... B~x_=!d.._H_ammett Time: Started: 5200 am _ Stopped: 4200 pm FIELD REPORT OF CONCRETE MIX INSPECTION AND TESTS Page 4 of 4 REPORT NO. 940338 DATE OF PLACEMENT: 6/7/94 PROJECT NO. 43- 1069-94 PROJECT NAME: Riverside Church of Christ CLIENT NO. 74767500 CLIENT NAME: Riverside Church of Christ CONTRACTOR: Jones-Buie CONCRETE SUPPLIER: TXI PLACEMENT LOCATION: _.__East parking area_ (.see drawing). .. MIX DESIGN INFORMATION Design Slrength: _X_ Compressive __ Flexural 3000 psi at 28 days Cement Factor: sacks/cubic yard Design Mix No. 8203 MATERIALS USED: SSD WEIGHT & QUANTITIES / CU. YD. * Cement/Fly Ash: lbs. * Fine Aggregate: lbs. * Coarse Aggregate: lbs. * Admixture: /yard * Admixture: /yard Total Water: gallons Water/Cement Ratio: gallons/sack Slump (Design): 4" * As reported by batch plant. PLACEMENT INFORMATION Air Content: 5.0 % Temperature: 88° Ambient/100° Concrete Concrete Placed: 4 ] 0 cubic yards Weather: __ Clear Placement Time: Started: 7:00 am Stopped: 3 ;00 pm Cylinders Made: 4 Time Sampled: ] :00 pm CYLINDER ACTUAL TOTAL COMP./FLEX. OR BENa AGE DATE SLUMP LOAD STRENGTH LOCATION/REMARKS MARK (DAYS) TESTED (inches) (pounds) (psi) 4-1 7 06/14/94 4.0 55,610 1,970 4-2 28 07/05/94 4.0 92,070 3,260 4-3 28 07/05/94 4.0 95,450 3,380 Average 28 davs- 3320 __ 4-4 Hold Hold 4.0 Technician: David Hammett __ Time: Started: 5:00 am Stopped: 4:00 piTI