ST0102-LR030204Ro gineers
8908 Ambassador Row
Dallas, Texas 75247 4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 168813
Project No.: 027176
Date of Service: 01/16/2003
Report Date: 02/04/2003
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: q,'i~;eo Paving
Test Methods: ASTM D-2922
ASTM D-3017
Standard Counts
Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 24324 Current: 550 Current: 2283
Test Mode: DT Previnus: 581 Previous: 2285
MOISTURE DENSITY RELATIONS
Maximum Project Requiremeuts
M/D No. Description Moisture % Density pcf Moistm'e Density
1 Medium Brown Sandy Clay w/Gravel 15.5 112.0 Optimum +4 95 mtn
2 Dark Brown Clay w/Traces of Gravel
21.5 102.0 Optimum +4 95 mtn
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOIS'IURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcf} (pcO (% max)
General Fill
i Station 11+00, south right-of-way, 7' below 6" 2 23.5 124.9 101.1 99
grade
General Fill
2 Station 11+25, north right-of-way, 8' below 6" 2 22.2 127.9 104.7 103
grade
General Fill
3 Station 10--50, north right-of-way, 6' below 6" 1 18.5 127.6 107.7 96
grade
Test results on this report meet project specification.
Density tests over 102% may be due to over compaction.
LIMITATIONS The test results presented hereto were prepared based upon the specific samples provided for testing We assume no responsibility lbr variation in quality
(composition, appearance, perfbrmance, otc) 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 file exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without thc written approval of Rone Engineers, Itd
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