PA9901-LR000525 STATISTICAL ANALY'S 'S OF CONCRETE 1
ENGINEERING, INC.
a division of 1letracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/25/2000 Report No.: 0010849S Report Date
05/25/2000
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: Review concrete compressive strengths for compliance with project specifications and ACI 318 Building
Code.
PROJECT DATA
SPECIFICATION REQUIREMENTS: 3500 psi @ 28 Days
CONCRETE CLASS: 9339
REPORT OF TESTS
NUMBER AIR CONCRETE COMPRESSIVE RUNNING
REPORT OF SLUMP CONTENT TEMP STRENGTH 3 TEST AVG
DATE NUMBER SET SAMPLES (in.) ( %) (F) PSI PSI
03/21/2000 0007733 1 2 3.50 N/A 64 5220
04/05/2000 0009095 1 2 5.50 N/A 81 4955
04/18/2000 0010318 1 2 5.00 3.5 80 4215 4797
04/18/2000 0010318 2 2 5.25 4.2 82 4655 4608
04/18/2000 0010318 3 2 5.00 4.0 80 4285 4385
04/18/2000 0010318 4 2 5.25 4.4 84 3960 4300
04/19/2000 0010439 1 2 5.00 N/A 84 4065 4103
04/19/2000 0010439 2 2 4.25 4.5 82 5495 4507
04/20/2000 0010578 1 2 5.00 4.2 68 4100 4553
04/20/2000 0010578 2 2 5.25 3.8 70 4370 4655
04/20/2000 0010578 3 2 4.75 4.1 71 4960 4477
04/20/2000 0010578 4 2 5.25 3.8 73 4895 4742
04/20/2000 0010578 5 2 5.00 3.3 73 4225 4693
04/20/2000 0010578 6 2 5.25 3.6 75 3605 4242
04/20/2000 0010683 1 2 5.00 3.9 77 4095 3975
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.
11EJC Page 1 of 2
TEC
Report No.: 0010849Sn
NUMBER AIR CONCRETE COMPRESSIVE RUNNING
REPORT OF SLUMP CONTENT TEMP STRENGTH 3 TEST AVG
DATE NUMBER SET SAMPLES (in.) ( %) (F) PSI PSI
04/20/2000 0010683 2 2 4.00 4.0 79 4780 4160
04/20/2000 0010683 3 2 4.75 4.2 4360 4412
04/24/2000 0010849 1 2 5.00 2.9 75 4140 4427
04/24/2000 0010849 2 2 4.75 5.5 76 3530 4010
04/24/2000 0010849 3 2 5.00 5.0 78 3310 3660
Average of all sets of three consecutive strenghts equals or exceeds the project specifications.
Average of 20 sets = 4360 PSI @ 28 days
Ens' V
Technician: Eric J. Cleveland, P.E. '
Report Distribution:
(1) Hisaw & Associates
(1) City ofCoppell - Engineering Dept. Eric J. Cleveland, P.E.
Senior Project Engineer
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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.
11EJC Page 2 of 2
CONCRETE COMPREF - IVE STRENGTH TEST 1_13u
ENGINEERING, INC.
a division of Werracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/24/2000 Report No.: 0010849
Report Date
05/25/2000
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: 04/24/2000 BATCH TIME: 12 :OOpm
PLANT: 27 TIME SAMPLED: 12 :35pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 68 F CONCRETE: 75 F
SLUMP: 4.0" Max TRUCK NO: 1888 TICKET NO: 506359
AIR: 3 -6% AIR CONTENT ( %): 2.9 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172 Paving- northeast firelane & parking
ASTM C -39 Sampled from pump.
SAMPLE LOCATION: 30' E of W joint & 2' N of S joint
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (ibs. force) (psi) TYPE
1 1 5.00 05/01/2000 7 91270 3230
1 2 5.00 05/01/2000 7 94130 3330
Average 3280
1 3 5.00 05/22/2000 28 117880 4170
1 4 5.00 05/22/2000 28 116180 4110
Average 4140
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 !IBC Engineering, Inc.
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CONCRETE COMPREFAVE STRENGTH TEST Hi:
ENGINEERING,, INC.
a division of lferracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/24/2000 Report No.: 0010849 Report Date
05/25/2000
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 Co ell 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: 04/24/2000 BATCH TIME: 12:31pm
PLANT: 27 TIME SAMPLED: 1:2Opm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 73 F CONCRETE: 76 F
SLUMP: 4.0" Ma TRUCK NO: 923 TICKET NO: 506367
AIR: 3 -6% AIR CONTENT ( %): 5.5 UNIT WEIGHT (pct): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
See page 1
ASTM C -172
ASTM C -39 Sampled from truck.
SAMPLE LOCATION: 120' E of W joint & 20' S of N curb
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (psi) TYPE
2 1 4.75 05/01/2000 7 76100 2690
2 2 4.75 05/01/2000 7 77740 2750
Average 2720
2 3 4.75 05/22/2000 28 98330 3480
2 4 4.75 05/22/2000 28 101240 3580
Average 3530
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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1
CONCRETE COMPREF'IVE STRENGTH TEST
ENGINEERING, INC.
a division of 1ierracOn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 04/24/2000 Report No.: 0010849 05/25/2000
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 LD.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 04/24/2000 BATCH TIME: 1:4Opm
PLANT: 27 TIME SAMPLED: 2:3Opm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3500 psi (Q 28 Days TEMPERATURE (F) - AIR 75 F CONCRETE: 78 F
SLUMP: 4.0" Max TRUCK NO: 1807 TICKET NO: 506376
AIR: 3 -6% AIR CONTENT ( %): 5.0 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
See page 1
ASTM C -172
ASTM C -39 Sampled from truck.
SAMPLE LOCATION: 25' W of E curb & 25' S of N curb
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
3 1 5.00 05/01/2000 7 71810 2540
3 2 5.00 05/01/2000 7 72080 2550
Average 2550
3 3 5.00 05/22/2000 28 93140 3290
3 4 5.00 05/22/2000 28 94130 3330
Average 3310
Technician: Greg Dimock Started: 10:OOam Finished: 5:OOpm �S
n i I • ering, Inc.
Report Distribution: g g
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept . 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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