ST9301-LR060628 Rone Engineering 8908 Ambassador Row, Dallas, TX 75247
4221 Freidrich Lane, Ste 195, Austin, TX 78744
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7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 258976
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 06/15/2006
Coppell TX 75019 Report Date: 06/28/2006
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: 36440 Current: 669 Current: 2854
Test Mode: DT Previous: 663 Previous: 2806
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 -21 +4 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Roadway
1 Westbound Sandy Lake Road, 10' right of 6" 1 16.2 126.9 109.2 97
center lane, Station 43 +40
Roadway
2 Westbound Sandy Lake Road, 15' right of 6" 1 14.5 124.1 108.4 96
center lane, Station 42 +50
Roadway
3 Westbound Sandy Lake Road, 10' right of 6" 1 14.8 127.8 111.3 98
center lane, Station 41 +50
Test results on this report meet project specification.
Technician: Julio Perez Started: 7:15am Finished: 9:45am t • �1 . A If
Report Distribution: �, ' i �j l
(1) City of Coppell ' rr
(1) City of Coppell ' . Scott Watson, AET
(1) Tiseo Paving Company Project 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.
Page 1 of 1
REPORT OF
LIME PULVERIZATION
Client: City of Coppell Report No.: 260060
Project No.: 0611391
Date of Service 6/28/2006
Project: East Sandy Lake Road Page 2 of 2
Specifications:
100% passing 1 1/2" sieve
60% passing #4" sieve
A B C D E
Sample Weight Percent Weight Percent
Weight Retained Passing Retained Passing
1 1/2" 1 1/2" Sieve #4 Sieve #4 Sieve
Location Sieve
1 Sandy Lake Road, westbound lane, Station 64 +30 14.0 0 100 4.5 67.8
2 Sandy Lake Road, westbound lane, Station 61 +00 15.0 0 100 3.5 76.6
3 Sandy Lake Road, westbound lane, Station 58 +00 13.5 0 100 3.5 74.1
Additional Comments:
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, performance, 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 in full without written approval of Rone Engineering Services, Ltd.