ST9301-LR050622 8908 Ambassador Row, Dallas, TX 75247
2 696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
t..- 9 Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 235881
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 06/14/2005
Report Date: 06/22/2005
Project: East Sandy Lake Road
ST 93 -01 qp
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: 732 Current: 2740
Test Mode: DT Previous: 744 Previous: 2732
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Light Brown Sandy Clay w/ Limestone Fragments 11.0 122.5 Optimum +5 95 min
2 Tan Brown Sandy Clay 14.5 115.0 Optimum +5 95 min
1 1 t
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Fill
1 Wire wall, Station 55 +00, 2nd lift 6" 1 12.0 131.7 117.6 96
Fill
2 Wire wall, Station 51 +00, 2nd lift 6" 1 13.4 132.6 116.9 95
Fill
3 Westbound lane, Station 4 +00, subgrade 6" 2 17.0 132.0 112.8 98
Fill
4 Westbound lane, Station 34 +00, subgrade 6" 2 16.2 133.0 114.5 100
Fill
5 Westbound lane, Station 34 +00, subgrade 6" 2 17.6 132.4 112 98
Test results on this report meet project specification.
f
Technician: Joe Jernigan Started: 1:45pm Finished: 2:45pm
a
Rone E l_ i7 /e/
ri
Report Distribution:
PIO -
(1) City of Coppell
(1) City of Coppell Clay Stark
(I) 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 1 of 1
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.: 235795
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 06/13/2005
Report Date: 06/22/2005
Project: East Sandy Lake Road �� �_ r �
ST 93 -01 f( �� ✓
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Troxler 3430
Test Methods: Moisture Density
ASTM D -2922 Y
Gauge Serial No: 35518
ASTM D -3017 Current: 744 Current: 2734
Test Mode: DT Previous: 742 Previous: 2742
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
MID No. Description Moisture % Density pcf Moisture Density
1 Light Brown Sandy Clay w/ Limestone Fragments 11.0 122.5 Optimum +5 95 min
1 1\
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pcf) (% max)
Fill
1 Wire wall, Station 64 +00, 2nd lift 6" 1 11.0 135.6 122.2 100
Fill
2 Wire wall, Station 61 +00, 2nd lift 6" 1 14.3 134.3 117.5 96
Fill
3 Wire wall, Station 58 +00, 2nd lift 6" 1 12.0 135.2 120.7 99
Test results on this report meet project specification.
R 41 0
Technician: Joe Jernigan Started: 3:15pm Finished: 4:3 Opm
eering
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
07TM Page 1 of 1
-zone 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.: 235715
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 06/13/2005
Report Date: 06/22/2005
Project: East Sandy Lake Road ^ �'
ST 93 -01 '
L \\J 2°
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430 Moisture Density
ASTM D -2922
ASTM D -3017 Gauge Serial No: 32719 Current: 645 Current: 2825
Test Mode: DT Previous: 633 Previous: 2773
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
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Pavement fill
1 Westbound Sandy Lake Road, Station 8" 1 14.0 130.6 114.6 98
57 +00, centerline, elevation 447.73
Pavement fill
2 Westbound Sandy Lake Road, Station 8" 1 14.6 131.4 114.7 98
54 +00, 15' right of centerline, elevation
447.15
Pavement fill
3 Westbound Sandy Lake Road, Station 8" 1 14.8 131.3 114.4 98
51 +00, 10' left of centerline, elevation
446.51
Pavement fill
4 Westbound Sandy Lake Road, Station 8" 1 15.5 132.4 114.6 98
48 +00, 6' right of centerline, elevation
446.40
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.
;E 7TM Page 1 of 2