ST9301-LR060302 j 8908 Ambassador Row, Dallas, TX 75247
Engineering 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
r, Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 248814
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 01/11/2006
Report Date:: 03/02/2006
Project: East Sandy Lake Road 1 ',, G� 50 2
ST 93 -01 k iv
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company MIX DESIGN I.D.: 1703 MEASURED
SLUMP
CONCRETE SUPPLIER: LMC PLACEMENT DATE: 01/11/2006 (inches)
PLANT: 3 WEATHER CONDITIONS: Sunny 4.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 2:00pm BATCH TIME: NA
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 60 F CONCRETE: 63 F
SLUMP (in): 4" maximum TRUCK NO: 5022 TICKET NO: 3207289
AIR ( %): 3% - 6% AIR CONTENT ( %): 4.0 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 Box culvert
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Box culvert bottom, Station 42 +50
ASTM C -39 REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 01/18/2006 7 6.00 28.26 71520 2530 Unbonded Cap
1 2 02/08/2006 28 6.00 28.26 102210 3610 Unbonded Cap
1 3 02/08/2006 28 6.00 28.26 102810 3640 Unbonded Cap
Average 3630
1 4 Hold
Water added at site: 8 gallons
Atif
Technician: Started: 11:OOam Finished: 12:30pm 0f
Report Distribution: ��
(1) City of Coppell �LI1�i _
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
O1SS Page 1 of I
„ ■ "� gH �y 8908 Ambassador Row, Dallas, TX 75247
�. ■ ,' Engineering 1 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
t%; W Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 251668
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478
Coppell TX 75019 Date of Service: 02/24/2006
Report Date: 03/02/2006
Project: East Sandy Lake Road
ST 93 -01 Completion
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Troxler 3430
Test Methods: Moisture Density
ASTM D -2922 Y
ASTM D -3017 Gauge Serial No: 33438 Current: 580 Current: 2554
Test Mode: DT Previous: 579 Previous: 2547
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Lime Treated Reddish Brown Sandy Clay 20.5 101.5 Optimum +4 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pct) (% max)
Roadway
1 East Sandy Lake Road, Station 45 +00, 25' 6” 1 22.1 119.7 98.0 97
left, final
Test results on this report meet project specification.
1 1
Technician: Julio Perez Started: 9:30am Finished: 11:1
Report Distribution: / ,' .l
(1) City of Coppell I v
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving Company CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd
07TM Page 1 of 1