ST0001-LR020701RoneE11g I neel's
8908 Ambassador new
Dallas, Texas 75247-4510
152658
(214) 630.9745
M (214)
630 -9819 (tax)
PO Box 478
Coppell TX 75019
IN -PLACE DENSITY TESTING
Client: City of Coppell
Report No.:
152658
Attn: Ms. Susan Taylor - Engineering Dept
Project No.:
015729
PO Box 478
Coppell TX 75019
Date of Service:
06/21 /2002
Report Date:
07/01/2002
Project: Cieekview Drive and
Freeport Parkway
Coppell, TX
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Infrastructure Services, Inc. Standard Counts
TMafiw ASTMD•2922
ASTM D -3017
MAD N o. D escription
1 Grey F1exBase
Gaage: Trox)er 3430
Gauge Serhd No: 4299
Test Mode: BS
Moisture
Current: 580
..Previous: NA
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density p
8.5 133.0
DeahY
Current: 2128
Previous: NA
Project Requirements
Moisture Density
Optimum +5 95 min
TEST PROBE MAD MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (N.) (pcf) (pet) (% max)
Paving
1 Southbound on State Road at station 37 +50 0" 1 9.0 139.3 127.8 96
Test results on this report meet project specification.
Tedudd= Eric Bf2ttch Started: 6 :OOAM Finished: 8:30AM Roe Inc.
Report Distribution:
(1) City of Coppell
(1) City of Coppell 7 4blay Stark
(1) Iatrsstrucwte Services, Inc. Project Manager
(1) Schriciml, Rollins 6t Assoc., Inc.
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 except in full without the written approval of Rone Engineers, Inc.
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