ST9301-LR050614 8908 Ambassador Row, Dallas, TX 75247
2 696 Gravel Drive, Fort Worth, TX 76118
4 6300 Rothway, Ste. 150, Houston, TX 77040
r- Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 235200
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 06/06/2005
Report Date: 06/14/2005
Project: East Sandy Lake Road \ 0
ST 93 -01 r �'
VP
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: ASTM D -2922 Gauge: Troxler 3430 Moisture Density
ASTM D -3017 Gauge Serial No: 35518 Current: 734 Current: 2744
Test Mode: DT Previous: 730 Previous: 2742
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Medium Brown Clayey Sand 10.5 123.5 Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Fill
1 Westbound lane, Station 64 +00, Elevation 6" 1 12.5 137.9 122.6 99
446.60
Fill
2 Westbound lane, Station 61 +00, Elevation 6" 1 11.4 135.6 121.7 99
445.20
Fill
3 Westbound lane, Station 58 +00, Elevation 6" 1 10.6 135.3 122.3 99
548.95
Fill
4 Westbound lane, Station 55 +00, Elevation 6" 1 11.4 136.5 122.5 99
445.07
Fill
5 Westbound lane, Station 52 +00, Elevation 6" 1 12.2 135.6 120.9 98
444.80
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 2
Report No.: 235200 - -
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)
Fill
6 Westbound lane, Station 49 +00, Elevation 6" 1 14.6 134.6 117.5 95
445.90
Fill
7 Westbound lane, Station 46 +00, Elevation 6" 1 13.1 137.4 121.5 98
443.74
Test results on this report meet project specification.
Technician: Joe Jernigan Started: 7:30am Finished: 9:45am RI i e ring
Report Distribution:
(1) City of Coppell
(1) City of Coppell Clay Stark
(1) Tiseo Paving Project 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.
I7 TM Page 2 of 2
Rone 8908 Ambassador Row, Dallas, TX 75247
2 696 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.: 235544
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 06/09/2005
Report Date: 06/14/2005
Project: East Sandy Lake Road 'Z
ST 93 -01 � ^\ p.,0
2
Services: Perform In -Place Density Test in accordance with ASTM Standards. " lr
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Gauge: Troxler 3430 Standard Counts
Test Methods: ASTM D - 2922 Moisture Density
ASTM D - 3017 Gau Serial No: 35518 Current: 737 Current: 2737
Test Mode: DT Previous: 738 Previous: 2738
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
2 Light Brown Sandy Clay w/ Limestone Fragments 11.0 122.5 Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Fill
1 Westbound lane, Station 55 +00, Elevation 6" 1 14.9 134.9 117.4 101
446.27, centerline
Fill
2 Westbound lane, Station 52 +00, Elevation 6" 1 15.5 132.3 114.5 98
446.03, centerline left
Fill
3 Westbound lane, Station 49 +00, Elevation 6" 1 15.5 132.5 114.7 98
447.15, centerline right
Fill
4 Wire wall, Station 55 +00, 2nd lift 6" 2 12.6 131.7 117.0 96
Fill
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
D7TM Page 1 of 2
Report No.: 235544 ...___._.
Project No.: 059909 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcfj (% max)
5 Wire wall, Station 52 +00, 2nd lift 6" 2 13.4 132.6 1 16.9 95
Test results on this report meet project specification.
i.
Ron 4 � i • ing
Technician: Joe Jernigan Started: 3 :00pm Finished: 4:30pm //
Report Distribution:
(I) City of Coppell
(1) City of Coppell lay Stark
(1) Tiseo Paving Project 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 2 of 2
8908 Ambassador Row, Dallas, TX 75247
2 696 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.: 235505
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 06/09/2005
Report Date: 06/14/2005
Project: East Sandy Lake Road
ST 93 -01 \ ~J �
Services: Perform In -Place Density Test in accordance with ASTM Standards.
2
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: ASTM D - 2922 Gauge: Troxler 3430 Moisture Density
ASTM D -3017 Gauge Serial No: 35518 Current: 736 Current: 2737
Test Mode: DT Previous: 738 Previous: 2738
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
2 Light Brown Sandy Clay w/ Limestone Fragments 11.0 122.5 Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pef) (pci) (% max)
Fill
1 Westbound lane, Station 61 +00, Elevation 6" 1 14.9 129.1 112.4 96
447.62, centerline left
Fill
2 Westbound lane, Station 58 +00, Elevation 6" 1 16.2 128.9 110.9 95
447.19, centerline right
Fill
3 Wire wall, Station 64 +00, 1st lift 6" 1 15.2 132.9 115.4 99
Fill
4 Wire wall, Station 61 +00, 1st lift 6" 2 13.4 132.6 116.9 95
Fill
5 Wire wall, Station 58 +00, 1st lift 6" 2 12.6 131.7 117.0 96
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 2
Report No.: 235505
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)
Fill
6 Wire wall, Station 55 +00, 1st lift 6" 2 12.9 131.2 116.2 95
Test results on this report meet project specification.
Role 1 !it , eri1_
Technician: Joe Jernigan Started: 9:30am Finished: 11:45a ;�a
Report Distribution: � �
(1 City of Coppell
(1) City of Coppell Way',. k
(1) Tiseo Paving 'roject anager
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 2 of 2
8908 Ambassador Row, Dallas, TX 75247
2 696 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.: 235420
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 06/08/2005
Report Date: 06/14/2005
Project: East Sandy Lake Road
ST 93 -01 �u ��
\V 2`J
Services: Perform In -Place Density Test in accordance with ASTM Standards. 2
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Gauge: Troxler 3430 Standard Counts
Test Methods: ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 35518 Current: 738 Current: 2738
Test Mode: DT Previous: 736 Previous: 2740
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
MJD No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
1 1 ■
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Fill
1 Station 64 +00, Elevation 447.29, centerline 6" 1 15.6 129.6 112.1 96
Fill
2 Station 61 +00, Elevation 446.55, centerline 6" 1 14.9 130.3 113.4 97
Fill
3 Station 58 +00, Elevation 446.43, centerline 6" 1 16.5 134.6 115.5 99
Fill
4 Station 55 +00, Elevation 445.34, left 6" 1 12.1* 127.6 113.8 98
Fill
5 Station 52 +00, Elevation 445.20, right 6" 1 13.3 130.1 114.8 99
Fill
6 Station 49 +00, Elevation 447.16, left 6" 1 14.9 133.2 115.9 99
An asterisk ( *) appears next to test results which do NOT meet the project specif at:" s.
Rol • 1 �eer
Technician: Joe Jernigan Started: 1:OOpm Finished: 4:OOpm _
Report Distribution:
(1) City of Coppell
(1) City of Coppell Clay Stark
(1) Tiseo Paving Project 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.
97TM Page 1 of 1