ST9301-LR051003 `' Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 242351
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 09/29/2005
Coppell TX 75019 Report Date: 10/03/2005
Project: East Sandy Lake Road
ST 93-01 11\kl •VD etiQ
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3411 -B
ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 4645 Current: 552 Current: 1683
Test Mode: DT
Previous: 566 Previous: 1686
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Lime Treated Reddish Brown Sandy Clay 20.5 101.5 Optimum +5 95 min
1 1 \
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pcf) (% max)
Paving subgrade
1 Sandy Lake Road, Station 36 +00 6" 1 23.6 120.8 97.7 96
Paving subgrade
2 Sandy Lake Road, Station 33 +00 6" 1 - 25.5 126.0 100.4 99
Paving subgrade
3 Sandy Lake Road, Station 30 +00 6" 1 24.5 122.1 98.1 97
Paving subgrade
4 Sandy Lake Road, Station 27 +00 6" 1 24.9 122.2 97.8 96
Paving subgrade
5 Sandy Lake Road, Station 25 +00 6" 1 24.0 123.8 99.8 98
Test results on this report meet project specification.
I,
Technician: Jason Bartholomew Started: 11:15a Finished: 12:45p � ` �/� ' 1 ■ ; �
Report Distribution: #40z
(1) City of Coppell . _
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving CMT Operations Manager
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.) 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 1 of 1
4 Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
s 6300 Rothway, Ste. 150, Houston, TX 77040
� Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 242255
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 09/28/2005
Coppell TX 75019 Report Date: 10/03/2005
Project: East Sandy Lake Road
ST 93 -01 M 410 Z
2
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3411 -B
ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 4645 Current: 566 Current: 1686
Test Mode: DT Previous: 554 Previous: 1682
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
MUD No. Description Moisture % Density pcf Moisture Density
1 Lime Treated Reddish & Medium Brown Sandy 16.0 108.0 Optimum +5 95 min
Clay w/ Limestone
2 Lime Treated Tan & Reddish Brown Sandy Clay 17.5 106.0 Optimum +5 95 min
w/ Limestone
3 Lime Treated Reddish Brown Sandy Clay 20.5 101.5 Optimum +5 95 min
1 1 ■
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pct) (% max)
Paving subgrade
1 Sandy Lake Road, Station 63 +00 6" 1 17.0 122.5 104.7 97
Paving subgrade
2 Sandy Lake Road, Station 60 +00 6" 2 19.7 124.6 104.1 98
Paving subgrade
3 Sandy Lake Road, Station 57 +00 6" 2 19.5 127.1 106.4 100
Paving subgrade
4 Sandy Lake Road, Station 54 +00 6" 3 25.0 121.1 96.9 95
Paving subgrade
5 Sandy Lake Road, Station 51 +00 6" 3 24.3 124.7 100.3 99
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.) 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.
)7TM Page 1 of 2
Report No.: 242255 tv
Project No.: 059909 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Paving subgrade
6 Sandy Lake Road, Station 48 +00 6" 1 18.7 127.4 107.3 99
Paving subgrade
7 Sandy Lake Road, Station 41 +50 6" 3 24.5 120.9 97.1 96
Paving subgrade
8 Sandy Lake Road, Station 39 +00 6" 1 20.5 127.9 106.1 98
Test results on this report meet project specification.
See Report #242254 for technician time.
4/11. 410,
Technician: Jason Bartholomew Started: Finished: ��`��� ; 1,
Report Distribution: �' ,` ,
I
_
(1) City of Coppell Ayr City of Coppell K. Scott Watson, AET
(1) Tiseo Paving CMT Operations Manager
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.) 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.
7TM Page 2 of 2
n e Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
MOISTURE DENSITY RELATIONS
Client: City of Coppell Report No.: 242177
Ms. Suzan Taylor Pro ect No.: 059909
PO Box 9478 J
Coppell TX 75019 Date of Service: 09/27/2005
Report Date: 10/03/2005
Project: East Sandy Lake Road (.�
ST 93 -01
zz-041 0 8
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company DATE SAMPLED: 09/27/2005
TEST FOR: L/T Paving Subgrade MATERIAL PREPARATION: Moist
MATERIAL: Lime Treated Reddish Brown RAMMERTYPE: Mechanical
Sandy Clay SAMPLED BY: J. Bartholomew
CLASSIFICATION: L/T Paving Subgrade SAMPLE LOCATION: Sandy Lake Rd. Station 49 +50
TEST METHOD: ASTM D -698 ASTM D -4318
Method A
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 101 .5 MOISTURE DENSITY RELATIONS
104 Zero air voids curve
OPTIMUM MOISTURE CONTENT, %: 20.5
Specific Gravity 2.70
LIQUID LIMIT: 102
Dry
PLASTIC LIMIT: Density
(Pct)
PLASTICITY INDEX: Non- plastic 100
98
96
1 /
ti
15 17 19 21 23 25 27
MOISTURE CONTENT ( %)
I� t it , Technician: Jason Bartholomew
Report Distribution: � (1) City of Coppell /
(I) City of Coppell
(1) Tiseo Paving K. Scott Watson, AET
CMT Operations Manager
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.) 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.
06 Page 1 of 1