WA9701-LR060417rte
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client City of Coppell
Report No.:
253812
Ms Suzan Taylor
Project No.-
0511107
PO Box 9478
Date of Service:
04/04/2006
Coppell TX 75019
Report Date:
04/17/2006
Project: Denton Tap Road
16" Waterline
Coppell. Texas
Services- Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR. J T Dersner Inc.
PROBE
Standard Counts
Test Me ASTM D -2922
Gauge: Troxler 3430
Moisture
Density
ASTM D -3017
Gauge Serial No: 35518
Current: 742
Current: 2589
(% max)
Test Mode: DT
Previous: 740
Previous: 2585
MOISTURE DENSITY RELATIONS
1
Maximum
Project Requirements
M/D No. Description
Moisture %
Density pcf
Moisture Density
1 Dark Brown Silty Clay w/ Organics 25.5
945
Optimum +4 95 min
2 Crushed Limestone w /Clayey Sand
8 5 133 0 Optimum +4 95 min
TEST
PROBE
M/D MOISTURE
WET DENSITY DRY DENSITY
DENSITY
NO
TEST LOCATION
DEPTH
No. ( %)
(pcf)
(Pei)
(% max)
Utility backfill
1
16" water lme, Station 30 +50, 2' below
6"
1 267
1167
92 1
97
grade
Utility backfill
2
16" water line, Station 32 +50, 2' below
6"
1 269
1176
927
98
grade
Utility backfill
3
16" water line, Station 32 +50, grade
6"
1 25 6
1169
93 1
99
Utility backfill
4
16" water line, Station 34 +50, 2' below
6"
1 25 5
118 1
94 1
100
grade
Utility backfill
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, etc i or am 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 Engineering Services, Ltd.
07TA4 Page 1 of 2
.report No. 253812
t�rrl No. 0>11107
Client: City of Coppell
TES T
NO TEST LOCATION
PROBE NT'D NioisTURE NVET DENSITY DRY DENSITY DENSITY
DEPTH No. f %) (pct) (pct) (% max)
5 16" water line, Station 37 +50 2' below 6" 1 262 117 5 93 1 99
grade
Utility backfill
6 16" water line, Station 37 -50, grade 6 1 272 1169
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution.
(1) City of Coppell
(I) City of Coppell
Started 8 30atn Finished 10 45a
91 9 97
�-. Scott Watson, AET
CMT Operations Manager
LIMITATIOINS 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, 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 Engineering Services, Ltd.
07TM Page 2 of 2
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 N Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client
City of Coppell
Report No.:
253848
Ms. Suzan Taylor
Project No.:
0511107
PO Box 9478
Coppell TX 75019
Date of Service:
04/04/2006
Report Date.
04/17/2006
Project:
Denton Tap Road
16" Waterline
Coppell, Texas
Services.
Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR. J T Dersner, Inc. Standard Counts
Test Methods. ., ,, Gauge: Troxler 3430
ASTM D -2292 Moisture Density
.ASTM D -3017 Gauge Serial No. 35518 Current: 742 Current: 2586
Test Mode: BS
Previous: 740 Previous: 2585
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Crushed Limestone w /Clayey Sand
8.5 133 0 Optimum +4 95 min
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (Pei) (Pei) (% max)
Paving subgrade
1 18" water line, Station 34 +50 0" 1 90 142.2 1304 98
Paving subgrade
2 18" water lme, Station 37 +50 0" 1 9.3 138 1 1264 95
Test results on this report meet project specification. I\
Technician. Joe Jernigan Started. 2 30pm Finished. 3 45pm rl
Report Distribution.
(1) City of Coppell
(1) C,ty of Coppell . Scott Watson, AET
CMT Operations Manager
LIN41TATIONS The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
i composition appearance, etc ) or anv 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 Engineering Services, Ltd.
u-,TM Page 1 of 1