ST9301-LR060517 ' n Engineering 8908 Ambassador Row, Dallas, TX 75247
4 221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
a Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 255749
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 05/03/2006
Coppell TX 75019
Report Date: 05/17/2006
Project: East Sandy Lake Road .(
ST 93 -01 Completion IN) *
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Troxler 3430
Test Methods: M Density
ASTM D - 2922 ty
ASTM D - 3017 Gauge Serial No: 35518 Current: 744 Current: 2588
Test Mode: DT Previous: 739 Previous: 2571
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
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pcf) (% max)
Fill
1 Sandy Lake Road, eastbound lane, Station 6" 1 14.5 126.8 110.7 98
27 +50, 3rd lift
Fill
2 Sandy Lake Road, eastbound lane, Station 6" 1 14.4 126.9 110.9 98
27 +55, 4th lift
Fill
3 Box culvert, west wing wall, inside, 1st lift 6" 1 15.6 125.3 108.4 96
Test results on this report meet project specification.
g p p
r4. Afi' �`� ' ,0
Technician: Joe Jernl an Started: 1:00 m Finished: 3:00 m
Report Distribution: �` (1) City of Coppell
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving Company 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
one Engineering 8908 Ambassador Row, Dallas, TX 75247
4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
t, a Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 255789
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 05/04/2006
Coppell TX 75019 Report Date: 05/17/2006
Project: East Sandy Lake Road
ST 93 -01 Completion It 0 it
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430
ASTM D - 2922 Moisture Density
ASTM D -3017 Gauge Serial No: 36440 Current: 674 Current: 2844
Test Mode: DT Previous: 672 Previous: 2931
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 ■
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pct) (% max)
Wing wall backfill
1 Sandy Lake Road, box culvert, east side, 6" 1 16.0 130.0 112.1 99
2nd lift
Wing wall backfill
2 Sandy Lake Road, box culvert, west side, 6" 1 14.3 126.0 110.2 98
2nd lift
Test results on this report meet project specification.
,, /
Technician: Julio Perez Started: 9:OOam Finished: 11:OOa PO
Report Distribution: �r j y ,
(1) City of Coppell /����
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving Company 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
R one Engineering 8908 Ambassador Row, Dallas, TX 75247
v 4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
. W Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 255809
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 05/04/2006
Coppell TX 75019 Report Date: 05/17/2006
Project: East Sandy Lake Road G ,�
ST 93 -01 Completion \ J (�
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430
ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 36440 Current: 674 Current: 2844
Test Mode: DT Previous: 672 Previous: 2931
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
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pct) (% max)
Wing wall backfill
1 Box culvert, wing wall, Sandy Lake Road, 6" 1 14.6 125.1 109.2 97
east side, 3rd lift
Wing wall backfill
2 Box culvert, wing wall, Sandy Lake Road, 6" 1 14.0 125.2 109.8 97
west side, 3rd lift
Wing wall backfill
3 Box culvert, wing wall, Sandy Lake Road, 6" 1 15.2 125.7 109.1 97
east side, 4th lift
Wing wall backfill
4 Box culvert, wing wall, Sandy Lake Road, 6" 1 15.0 126.2 109.7 97
west side, 4th lift
Wing wall backfill
5 Box culvert, wing wall, Sandy Lake Road, 6" 1 14.4 126.1 110.2 98
east side, 5th lift
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.: 255809 MINNIE ____"`_
Project No.: 0611391 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pct) (% max)
Wing wall backfill
6 Box culvert, wing wall, Sandy Lake Road, 6" 1 14.6 126.2 110.1 97
west side, 5th lift
Test results on this report meet project specification. df
( if" Technician: Julio Perez Started: 12:30p Finished: 3:15pm r��l
Report Distribution: /:
(1) City of Coppell
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving Company 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
o ne Engineering
(e)
8908 Ambassador Row, Dallas, TX 75247
4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
REPORT OF IN -PLACE DENSITY CANCELLATION
Client: City of Coppell Report No.: 255845
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 05/05/2006
Coppell TX 75019 Report Date: 05/17/2006
Project: East Sandy Lake Road
ST 93 -01 Completion (96ALP
i�
Services: In -Place Density Cancellation
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.
9 5A 2VVC51 o
Technician Time: 6:45am — 8:15am
Rone Engineering
Technician: Julio Perez
Report Distribution:
(1) City of Coppell ( Q ,
(1) City of Coppell ' K. Scott Watson, AET
(1) Tiseo Paving Company 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.
99SS Page 1 of 1