ST9301-LR051216 I F v Engineering n 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 247066
Ms. Suzan Taylor
PO Box 9478 Project No.: 059909
Coppell TX 75019 Date of Service: 12/12/2005
Report Date: 12/16/2005
Project: East Sandy Lake Road 11 ('� 4
ST 93 -01 �V4� X) ,�^ b
Z �'i O
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Troxler 3430
Test Methods:
ASTM D - 2922 Moisture Density
ASTM D - 3017 Gau Serial No: 35518 Current: 735 Current: 2582
Test Mode: DT Previous: 732 Previous: 2578
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 crushed limestone w/ Sandy Clay 14.5 115.5 Optimum +4 98 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Fill
1 East wing wall, subgrade 6" 1 13.3 132.7 117.1 96
Fill
2 West wing wall, subgrade 6" 1 14.2 135.1 118.3 97
Flex base
3 Box culvert, 50' from west end, 2nd lift 6" 2 16.5 132.7 113.9 99
Test results on this report meet project specification.
7
Technician: Joe Jernigan Started: 3:00pm Finished: 4:45pm S`� n
Report Distribution:
(1) City Co , "'
1 Ci of ell //I:A _ / � _
PP
(1) City of Coppell K. Scott Watson, AET
(I) 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
)7SS Page 1 of 1
1 n Engineering E ngneer 8908 Ambassador Row, Dallas, TX 75247
f w l 1 l�• 2696 Gravel Drive, Fort Worth, TX 76118
k - = 7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 247100
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 12/13/2005
Report Date: 12/16/2005
Project: East Sandy Lake Road 104 7,2e) 544g
ST 93 -01
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: 35519 Current: 690 Current: 2548
Test Mode: BS Previous: 688 Previous: 2594
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Tan crushed limestone w/ Sandy Clay 14.5 115.5 Optimum +4 95 min
1 1
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Fill
1 Sandy Lake Road, elevation 432, 40' left, 0" 1 16.5 134.5 115.5 100
east side of box culvert
Fill
2 Sandy Lake Road, elevation 432.5, 45' left, 0" 1 16.3 131.9 113.4 98
west side of box culvert
Fill
3 Sandy Lake Road, elevation 432.5, 41' left, 0" 1 16.0 130.5 112.5 97
east side of box culvert
Fill
4 Sandy Lake Road, elevation 433, 45' left, 0" 1 15.4 132.0 114.4 99
west side of box culvert
Test results on this report meet project specification.
1,1..04/..li :
Technician: Julio Perez Started: 7:30am Finished: 2:30pm "IV/ �
Report Distribution: �/;�,7�
7
(1) City of Coppell j�
(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
R o n e Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
r Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 247209
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 12/14/2005
Report Date: 12/16/2005
Project: East Sandy Lake Road 11l I 'l V./3 54
ST 93 -01 W
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: 33438 Current: 535 Current: 2550
Test Mode: BS Previous: 568 Previous: 2551
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Tan crushed limestone w/ Sandy Clay 14.5 115.5 Optimum +4 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 Sandy Lake Road, elevation 433, 45' left, 0" 1 16.6 134.9 115.7 100
east side of box culvert
Fill
2 Sandy Lake Road, elevation 433.5, 45' left, 0" 1 16.9 132.8 113.6 98
west side of box culvert
Fill
3 Sandy Lake Road, elevation 434, 44' left, 0" 1 18.2 135.5 114.6 99
Station 43 +00 on box culvert
Fill
4 Sandy Lake Road, elevation 433.5, 40' left, 0" 1 14.5 132.1 115.4 100
east side of box culvert
Fill
5 Sandy Lake Road, elevation 434, 43' left, 0" 1 16.0 130.5 112.5 97
west side of box culvert
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.: 247209 11 1 kg 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 Sandy Lake Road, elevation 434, 44' left, 0" 1 14.5 131.4 114.8 99
east side of box culvert
Test results on this report meet project specification.
Technician time: 8:15am - 10:15am
12:OOpm - 6:OOpm
/ /
Technician: Julio Perez Started: Finished: >/ � rA t ( - •
1 4i ft 1
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 2 of 2