ST9301-LR060419 Engineering
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 254399
Ms. Suzan Taylor
Project No.: 0611391
PO Box 9478 1
Coppell TX 75019 Date of Service: 04/12/2006
Report Date: 04/19/2006
Project: East Sandy Lake Road v
ST 93 -01 Completion «' 4' �
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: ASTM D -2922 Gauge: Troxler 3430
Moisture Density
ASTM D -3017 Gauge Serial No: 35518 Current: 739 Current: 2586
Test Mode: DT
Previous: 738 Previous: 2572
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
D 1
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pc!) (pcf) (% max)
Fill
1 Retest of Test #2, Report #254325 6" 1 14.5 128.5 112.2 99
Fill
2 Sandy. Lake Road, eastbound lane, Station 6" 1 14.6 128.7 112.3 99
36 +50, right of centerline, 3rd lift
Fill
3 Sandy Lake Road, eastbound lane, Station 6" 1 15.8 128.3 110.8 98
34 +00, left of centerline, 3rd lift
Fill
4 Sandy Lake Road, eastbound lane, Station 6" 1 15.4 129.6 112.3 99
30 +40, centerline, 1st lift
Test results on this report meet project specification. de r
"7%,,e rt : in_
Technician: Joe Jernigan
Started: 1:15pm Finished: 3:OOpm / r ,
Report Distribution:
(1) City of Correll ��_ >(
(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.
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