ST0001-LR020417RoneEn glneers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client: City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PRO.CT DATA
CON~CTOR: hffas~e Semites, Inc. Gaug~: Troxler 3430
Test Methods: ASTM D-2922 Gauge Seri~ No: 32685
AS~ D-3017
Test Mode: DT
M/DNo. Description
Report No.: 147517
Project No.: 015729
Date of Service: 04/11/2002
Report Date: 04/17/2002
Moisture
Current: 613
Previous: 642
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Dark Brown Clay (Lime Treated)
31.0 85.0
Standard Counts
Density
Current: 3147
Previous: 3027
Project Requirements
Moisture Density
Optimum +5 95 mia
FIEI JD DENSITY TESTS
TEST PROBE
NO TEST LOCAT1ON DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcl) (pcO (% max)
Paving Subgrade 6"
1 Creekview Station 1+00 at center line 1 35.6 111.5
Paving Subgrade 6"
2 Creekview Station 3+00 right of center line 1 32.1 112.7
Paving Subgrade 6"
3 Creekview Station 5+00, left of center line 1 34.6 113.1
Paving Subgrade 6"
4 Creekview Station 7+00 at center line 1 35.1 114.6
Paving Subgrade 6" 113.3
5 Creekview Station 9+00 at center line, 1 32.1
retest l~om #147396
Paving Subgrade 6"
6 Creekview Station 21+00, left of center line 1 34.7 110.2
Paving Subgrade
82.2
85.3
84.0
84.8
97
100
99
100
85.8 101
81.8 96
LIMITATIONS: The test results presented her~in were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
· ' c erformance, etc. or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
(compostt~on,~ app?aran? , .p ,' ,~-~ ~;? .... ,~,~,~ thev are addressed and shall not be reproduced except in full without thc written approval of Rone Engineers, Inc
07DF Page 1 of 2
RoneEngineers
Report No.: 147517 m'm'zs~n~l
Project No.: 015729 Client: City of Coppell
TEST
NO TEST LOCATION
7 Creekview Station 23+00 at center line
Paving Subgrade
8 Creekview Station 25+00 right of center
line
Paving Subgrade
9 Creek-view Station 27+00
Paving Subgrade
10 Creekview Station 27+25 north 15'
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
PROBE
DEPTH
6"
6"
6"
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pct') (% max)
34.8 111.9 83.0 98
34.8 ! 11.9 83.0 98
1 34.8 113.8 84.4 99
1 35.6 112.3 82.8 97
Test results on this report meet project specification.
Started: 9:00AlVI Finished: ll:30P
(1) City of Coppell
(1) Schrickel, Rollins & Assoc., Inc.
~ay_~,tark
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assttme 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.
07DF Page 2 of 2