ST0001-LR020322RoneEng neers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client: CRy of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478~m~,~
Servic~lece Density Test in accordance with ASTM Standards.
Report No.: 146076
Project No.: 015729
Date of Service: 03/15/2002
Report Date: 03/22/2002
PROJECT DATA
CONTRACTOR: Infraslructurc Services, Inc.
Gauge: Troxler 3430
Test Methods: ASTM D-2922 Moisture
ASTM D-3017 Gauge Serial No: 32685 Current: 681
Test Mode: DT Previous: NA
MOISTURE DENSITY RELATIONS
Maximum
NUD No. Description Moisture % Density pcf
Standard Counts
Density
Current: 3092
Previous: NA
Project Requirements
Moisture Density
1 Dark Brown Clay, trace organics and gravel (Lime 22.5 96.5
~reated)
FIELD DENSITY TESTS
Optimum +5 95 min
TEST
NO TEST LOCATION
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pcf) (pcO (% max)
Paving Subgrade
1 Southbound lane, Freeport, Station 31+25
Paving Subgrade
2 Southbound lane, Freeport, Station 33+25
Paving Subgrade
3 Southbound lane, Freeport, Station 35+25
Technician: Joe Jemigan
Report Distribution:
( 1 ) City of Coppoll
(1) City of Coppell
6" 1 24.5
6" 1 26.1
6" 1 26.4
115.5 92.8
I17.8 93.4
118.4 93.7
Test results on this report meet project specification.
Started: 5:00pm Finished: 6:30pm
(1) City of Coppell
(1) Sct~tickel, Rollins & Assoc., Inc.
Rone E~/I~e.
Project Manager
96
97
~7
(I) City of Coppell
(1) lnfrast~etm'e Services, lac. ~'~l~ ~ ,~~ ~
LIMITATIONS: The u~st results pres~mted herein were prepared based upon the specific samples provided for testing. We assume no respons~ility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject mater provided by persons or conditions over which we have no control. Our le~ers and
repons 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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