ST9301-LR060418 Rone E ngineering 8908 Ambassador Row, Dallas, TX 75247
0 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.: 254325
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 04/11/2006
Coppell TX 75019
Report Date: 04/18/2006
Project: East Sandy Lake Road
ST 93 -01 Completion �04 aA1
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 Y
ASTM D -3017 Gauge Serial No: 35518 Current: 738 Current: 2581
Test Mode: DT Previous: 746 Previous: 2577
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
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pct) (% max)
Fill
1 Sandy Lake Road, eastbound lane, Station 6" 1 14.1 128.8 112.9 100
36 +50, right of centerline, 2nd lift
Fill
2 Sandy Lake Road, eastbound lane, Station 6" 1 12.3* 130.7 116.4 103
34 +30, centerline, 2nd lift
Fill
3 Sandy Lake Road, eastbound lane, Station 6" 1 14.7 127.2 110.9 98
41 +00, right of centerline, 2nd lift
Fill
4 Sandy Lake Road, eastbound lane, Station 6" 1 15.0 130.0 113.0 100
44 +00, right of centerline, 2nd lift
An asterisk ( *) appears next to test results which do NOT meet the project spec' 'cation
or 0 j „ Ai
. 7 4 I , - ff: . ,
Technician: Joe Jernigan Started: 1:30pm Finished: 3:15pm , / A Iiirr
Report Distribution: / / A / r
(1) City of Coppell , [ r / � `
(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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