ST9301-LR050927 REPORT OF 5
LIME PULVERIZATION ��
Client: City of Coppell Report No.: 242170
Project No.: 059909
Date of Service 9/27/2005
Project: East Sandy Lake Road Page 2 of 2
Specifications:
100% passing 1 3/4" sieve
60% passing #4" sieve
A B C D E
Sample Weight Percent Weight Percent
Weight Retained Passing Retained Passing
1 3/4" Sieve 1 3/4" Sieve #4 Sieve #4 Sieve
Location
1 Sandy Lake Road, Station 49 +50 12.0 0 100 4.0 66.6
2 Sandy Lake Road, Station 46 +50 13.0 0 100 4.5 65.3
3 Sandy Lake Road, Station 42 +00 12.0 0 100 3.5 70.8
4 Sandy Lake Road, Station 39 +00 13.5 0 100 4.0 70.3
5
6
7
8
9
10
11
12
13
Additional Comments:
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, performance, 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.
R one Engineering 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.: 241932
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 09/22/2005
Coppell TX 75019 Report Date: 09/27/2005
Project: East Sandy Lake Road ' I A7 Q9-
ST 93-01 I' 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
ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 35518 Current: 734 Current: 2786
Test Mode: DT Previous: 742 Previous: 2758
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 +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, westbound lane, 6" 1 11.5 131.7 118.1 96
elevation 449 +25, Station 29 +30, 40' long
final
Fill
2 Sandy Lake Road, westbound, elevation 6" 1 11.8 132.5 118.5 97
449 +25, Station 27 +00, final
Fill
3 Sandy Lake Road, westbound, elevation 6" 1 11.8 132.7 118.7 97
44 +40, 20' long, final
Test results on this report meet project specification.
i
Technician: Joe Jernigan Started: 1:45pm Finished: 3:30pm ��� �^ s
Report Distribution: p '� /� '����
(1) City of f
(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.
07SS Page 1 of 1
Engineering 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.: 241891
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 09/22/2005
Coppell TX 75019 Report Date: 09/27/2005
Project: East Sandy Lake Road 20 A O�
ST 93 -01 I IV k'
Z
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: 35518 Current: 734 Current: 2786
Test Mode: DT Previous: 742 Previous: 2758
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 +4 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Fill
1 Sandy Lake Road, westbound lane, 6" 1 11.8 132.7 118.7 97
elevation 445 +50, Station 45 +50, 18' left, 1'
below grade
Fill
2 Sandy Lake Road, westbound lane, 6" 1 12.5 136.8 121.6 99
elevation 444 +50, Station 41 +00, 25' left, 1'
below grade
Fill
3 Sandy Lake Road, westbound lane, 6" 1 11.1 131.0 117.9 96
elevation 445 +50, Station 41 +00, 25' left,
grade
Test results on this report meet project specification.
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
07SS Page 1 of 2
Technician: Joe Jernigan Started: $ ;OOam Finished: 10:00a o:• n
Report Distribution:
�
(1 City of Coppell
(1) (1) City of Coppell K. Sc Watson, AET
(1) Tiseo Paving CMT Operations Manager
R one Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150,
Corporate Phone: s(214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 241845
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 09/21/2005
Coppell TX 75019 Report Date: 09/27/2005
Project: East Sandy Lake Road `, ,
ik" ST 93 -01 4 --2.2,0 41 o 0
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: 35518 Current: 746 Current: 2758
Test Mode: DT Previous: 742 Previous: 2762
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 +4 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Fill
1 Westbound lane, Sandy Lake Road, Station 6" 1 11M 135.4 122.0 100
45 +00, centerline, grade
Test results on this report meet project specification. ,
an Start �t ' i_L Technician: Joe Jerni g 1:45pm Finished: 3:0 0pm /1 /
, � i ' �'���
Report Distribution:
(1) City of Coppell ,�` /,
(1) City of Coppell K. o tt 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