PA9901-LR000913 CONCRETE COMPRJSIVE STRENGTH TEL 2 fir
ENGINEERING, INC.
a division of 1Ierracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/28/2000 Report No.: 0022512 Report Date
09/13/2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Kellway Dr., Suite 116 Coppell, Texas
Carrollton TX 75006 pp
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw MIX I.D.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 08/28/2000 BATCII TIME: 9:38am
PLANT: 29 TIME SAMPLED: 10:4Oam BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 88 F CONCRETE: 90 F
SLUMP: 5.0" max TRUCK NO: 1029 TICKET NO: 663266
AIR: 3 -5% AIR CONTENT ( %): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Bleacher foundtion for playing field #1
ASTM C -172
ASTM C -39 Sampled from truck.
SAMPLE LOCATION: South end
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.25 09/04/2000 7 79250 2800
1 2 5.25 09/04/2000 7 77130 2730
Average 2770
1 3 5.25 09/25/2000 28
1 4 5.25 09/25/2000 28
Technician: Greg Dimock Started: 10:OOam Finished: 12:OOpm . r • r
Engineering, Inc.
Report Distribution:
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. Eric J. Cleveland, P.E.
Senior Project Engineer
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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CONCRETE COMPR1_.3SIVE STRENGTH TEL, H3C HE
ENGINEERING, INC.
a division of lFerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/05/2000 Report No.: 0023176 Report Date
09/13/2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Kellway Dr., Suite 116
Carrollton TX 75006 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw MIX I.D.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 09/05/2000 BATCH TIME: 10:3Oam
PLANT: 27 TIME SAMPLED: 9:3 lam BY: Chris Eubanks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 95 F CONCRETE: 93 F
SLUMP: 3 -5" TRUCK NO: 749 TICKET NO: 290484
AIR: 3.0 -6.0% AIR CONTENT ( %): 5.8 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Paving: Pump house - sidewalk in front of stands on fields 1 & 2, sidewalk between soccer
ASTM C -172 fields 1 & 2 and on the W side & S side of field 2
ASTM C -39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 6.75 09/12/2000 7 65820 2330
1 2 6.75 09/12/2000 7 66710 2360
Average 2350
1 3 6.75 10/03/2000 28
1 4 6.75 10/03/2000 28
Sample location: Paving- pump house, 10' W of pump house and 10' N of S edge,
soccer fields 1 & 2 on the W side & S side of field 2
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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CONCRETE COMPRi JSIVE STRENGTH TEL
ENGINEERING, INC.
a division of lFerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/05/2000 Report No.: 0023176 Report Date
09/13/2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Kellway Dr., Suite 116
Carrollton TX 75006 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw MIX I.D.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 09/05/2000 BATCH TIME: 1 :OOpm
PLANT: 27 TIME SAMPLED: 1:3Opm BY: Chris Eubanks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, hot
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 101 F CONCRETE: 91 F
SLUMP: 3 -5" TRUCK NO: 758 TICKET NO: 690497
AIR: 3.0 -6.0% AIR CONTENT ( %): 6.0 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172 See page 1
ASTM C -39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 6.00 09/12/2000 7 83430 2950
2 2 6.00 09/12/2000 7 84810 3000
Average 2980
2 3 6.00 10/03/2000 28
2 4 6.00 10/03/2000 28
Sample location: Behind field 2, 20' E of W storm drain & 3' N of S edge
Technician: Chris Eubanks Started: 9:30am Finished: 3:OOpm pli %
Report Distribution: ' nglneering, Inc.
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. Eric J. Cleveland, P.E.
Senior Project Engineer
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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CONCRETE COMPRL,iSIVE STRENGTH TE 2 lir
ENGINEERING, INC.
a division of lferracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/29/2000 Report No.: 0022601 Report Date
09/13/2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Kellway Dr., Suite 116
Carrollton TX 75006 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw MIX I.D.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 08/29/2000 BATCH TIME: 10:2Oam
PLANT: 29 TIME SAMPLED: 11:Ol BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 87 F CONCRETE: 91 F
SLUMP: 5.0" Max TRUCK NO: 1880 TICKET No: 663326
AIR: 3 -5% AIR CONTENT ( %): 3.1 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Field #2 grandstand foundation
ASTM C -172
ASTM C -39 Sampled from truck.
SAMPLE LOCATION: See placement location
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 6.25 09/05/2000 7 66940 2370
1 2 6.25 09/05/2000 7 73990 2620
Average 2500
1 3 6.25 09/26/2000 28
1 4 6.25 09/26/2000 28
Technician: Greg Dimock Started: 9:30am Finished: 11:30am � I
Report Distribution: ` Engineering, Inc.
(1) Hisaw & Associates /
(1) City of Coppell - Engineering Dept. Eric J. Cleveland, P.E.
Senior Project Engineer
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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