ST9301-LR060412 n q G Engineering e rr 8908 Ambassador Row, Dallas, TX 75247
3 2696 Gravel Drive, Fort Worth, TX 76118
a . 7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 254112
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 04/07/2006
Coppell TX 75019
Report Date: 04/12/2006
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
Test Methods: Gauge: Troxler 3430 Moisture Density
ASTM D -2922
ASTM D -3017 Gauge Serial No: NA Current: Current: 607
Test Mode: DT Previous: 606 Previous: 2380
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 Optimum +4 95 min
FWFJ,D DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pct) (% max)
Roadway
1 Sandy Lake Road, 43' right of Station 6" 1 15.6 128.8 111.4 99
45 +94, elevation 44.00
Roadway
2 Sandy Lake Road, 43' right of Station 6" 1 15.7 129.7 112.1 99
45 +96, elevation 44.50
Roadway
3 Sandy Lake Road, 43' right of Station 6" 1 15.9 127.3 109.8 97
45 +98, elevation 45.00
Roadway
4 Sandy Lake Road, 43' right of Station 6" 1 16.4 128.4 110.3 98
46 +00, elevation 45.50
Roadway
5 Sandy Lake Road, 43' right of Station 6" 1 16.1 129.3 111.4 99
48 +94, elevation 44,00
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.
07SS Page 1 of 2
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Report No.: 254112 IffilMlat
Project No.: 0611391 Client: City of Coppell
TEST PROBE MAD MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (lief) (pci) (% max)
Roadway
6 Sandy Lake Road, 43' right of Station 6" 1 16.4 129.5 111.3 98
48 +96, elevation 44.50
Roadway
7 Sandy Lake Road, 43' right of Station 6" 1 16.1 129.7 111.7 99
48 +98, elevation 45.00
Roadway
8 Sandy Lake Road, 43' right of Station 6" 1 15.6 128.4 111.1 98
49 +00, elevation 45.50
Test results on this report meet project specification. A l
Technician: Julio Perez Started: 12:OOp Finished: 4:OOpm ��� -.
Report Distribution: refitit #0,,,
(1) City of Coppell 4
(1) City ofcoppell . 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.
07SS Page 2 of 2