ST9301-LR051129 Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
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Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 245573
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 11/16/2005
Coppell TX 75019 Report Date: 11/29/2005
Project: East Sandy Lake Road �FlZUa
ST 93 -01 �/
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: 33438 Current: 567 Current: 2563
Test Mode: DT Previous: 568 Previous: 2567
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 Optimum +5 95 min
2 Medium Brown Clay qwith gravel 14.5 115.0 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)
Backfill
1 Retaining wall, 65' east of east nursery 6" 1 14.8 123.2 107.3 95
entrance, 2' above grade
Backfill
2 North end of box culvert 6" 2 17.1 129.7 110.8 96
Backfill
3 South end of box culvert 6" 2 16.5 128.5 110.3 96
Test results on this report meet project specification.
1,� lei
; e = Technician: Started: 3:00pm Finished: 5:15pm ; '�e
Report Distribution: VO/, `►
(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
® ps 8908 Ambassador Row, Dallas, TX 75247
lu. Engineering 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
W -, -: Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 245662
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 11/17/2005
Coppell TX 75019
Report Date: 11/29/2005
Project: East Sandy Lake Road V Q
ST 93 -01 1 Ze� 5 2d 8
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 -29_2
ASTM D -3017 Gauge Serial No: 35519 Current: 618 Current: 2607
Test Mode: DT Previous: 688 Previous: 2615
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 Optimum +4 95 min
1 1 \
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Retaining wall
1 Sandy Lake Road, westbound, wire wall, 6" 1 14.9 126.6 110.2 98
Station 43 +00, 1' below grade
Retaining wall
2 Sandy Lake Road, westbound, Station 6" 1 14.2 126.8 111.0 98
43 +50, 2' below grade
Retaining wall
3 Sandy Lake Road, retaining wall, 6" 1 17.2 128.7 109.8 97
westbound, Station 29 +00, 8' from the top
Test results on this report meet project specification.
i . r Al
Olt■r S
Technician: Julio Perez Started: 1:30pm Finished: 3:45pm / °
Report Distribution: ' (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
- one Engineering
.mom;
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
REPORT OF CANCELLATION OF IN —PLACE DENSITY TESTING
Client: City of Coppell Report No.: 245782
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 11/18/2005
Coppell TX 75019 Report Date: 11/29/2005
Project: East Sandy Lake Road
ST 93 -01 (/
5
Services: Cancellation of In -Place Density Testing
Report of Cancellation
On this date a Rone Engineering Services, Ltd. representative arrived on site as
scheduled. Upon arrival, our representative was informed that testing /inspection
was cancelled for the day.
Technician Time: 4:15pm - 5:30pm
Rone Engineering
Technician: Randy Nudge
Report Distribution: /ol - � /�
(I) 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.
99TM Page 1 of 1