ST0001-LR020225 (3)Ro gineers
8908 Ambassador Row
Dallas, Texas 752474510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
CHent: City of Coppell
Ama: Ms. Susan Taylor - Engineering Dept
Serv~ee~: Perform ln-~accordance with ^STM Standards.
- q ' OJ C D ,TA
Maximum
Description Moisture % Density pcf
No.
Dark Brown Clay, trace organics and gravel (Lime
treated)
TEST
NO TEST LOCATION
Report No.: 144087
Project No.: 015729
Date of Service: 02/18/2002
Report Date: 02/25/2002
Standard Counts
Moisture Density
Current: 678 Current: 2303
Pre~ous: 691 Previous: 2279
Project Requirements
Moisture Density
22.5 96.5 Optimum +5 95 min
FIELD DENSITY TEST _ _ ~
CO Y~7/0 $~//' ~ WETD'ENSITY Dk~NSITYff~ ~
DE~H No. (%) ~c0 ~
DENSITY
(% max)
Paving northbound lane
1 Intersection of Ruby and Freeport, north 6" 1 29.6* 106.8 82.4
side
Paving northbound lane
2 Intersection of Ruby and Freeport, south 6" I 29.0* 114.9 89.1
side
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Report Distribution:Technician: Chris Web~tarted: 4:15pm Finished: 5:15pm~. ~f~_-- Rone Ennineers, Inc.
(1) City of Coppell ~ity of Coppell
(1) City of Copp~ll ) $¢lxrickel, Rollins & Assoc., Inc. /"// ~//~' [ Clay Stark
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, et~.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reporis ave 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 Engineers, Inc.
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