PA9901-LR000608 MOISTURE DENSITY l■ELATIONS
ENGINEERING, INC.
a division of 1rerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/24/2000 Report No.: 0010909 Report Date
Client No.: 36503000 Project No.: 94001043 06/08/2000
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: Material sampled by technician for moisture density relations.
PROJECT DATA
CONTRACTOR: DATE SAMPLED: 04/24/2000
TEST FOR: Paving Subgrade SAMPLED BY: M. Whyman
MATERIAL: Brown & tan sandy clay (lime SAMPLE LOCATION: On -site subgrade
treated)
TEST METHOD: ASTM D -698
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 101.5 MOISTURE DENSITY RELATIONS
104 Zero air voids &Jive
OPTIMUM MOISTURE CONTENT, %: 18.5 Specific Gravity
LIQUID LIMIT: 41 Dr 102
0.00
y
Density
PLASTIC LIMIT: 33 (pcf)
100
PLASTICITY INDEX: 8
98
96
13 15 17 19 21 23 25
MOISTURE CONTENT ( %)
Technician: Mike Whyman E • _ ' ing, 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.
06SS Page 1 of 1
CONCRETE COMPREL,SIVE STRENGTH TES IL HE
ENGINEERING, INC.
a division of 1rerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/30/2000 Report No.: 0014162 Report Date
06/08/2000
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: 05/30/2000 BATCH TIME: 10:45am
PLANT: 26 TIME SAMPLED: 11:25am BY: Eddie Elrod
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTII: 3500 psi @ 28 Days TEMPERATURE (F) - AIR N/A F CONCRETE: N/A F
SLUMP: 5.0" Max TRUCK NO: 1888 TICKET NO: 508545
AIR: N/A AIR CONTENT ( %): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Paving
ASTM C -172
ASTM C -39
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 4.75 06/06/2000 7 95720 3380
1 2 4.75 06/06/2000 7 97240 3440
Average 3410
1 3 4.75 06/27/2000 28
1 4 4.75 06/27/2000 28
Technician: Eddie Elrod Started: 10:OOam Finished: 1:OOpm
Report Distribution: - 'neering, Inc.
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. 41 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.
01LL Page 1 of 1
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