ST0102-LR030205Ro gineers
8908 Ambassador Row
Dallas, Texas 7524%4510
(214) 630-9745
(214) 630-9819 (fax}
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 169062
Project No.: 027[76
Date of Service: 01/17/2003
Report Date: 02/05/2003
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRAC'IOR: Tiseo Pavfitg
Test Methods: ASTM D-2922
ASTM D-3017
M/D No.
Dcscripfion
Gauge: Troxlcr 3430
Gauge Serial No: 32687
Test Mode: DT
Moisture
Current: 686
Previous: 659
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 3296
Previous: 2998
Project Requirements
Moisture Density
Medium Brown Sandy Clay w/Gravel
15.5 112.0 Optimum +4 95 rain
FIELD DENSITY TESTS
TEST
NO
TEST LOCATION
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTII No. (%) (pcl) (pcO (% max)
Paving Subgrade
Ruby Road, station 11+25, 7' below grade 12" I 19.0
Test results on this report meet project specification.
128.8 108.2 97
Technician: Marshall Knox
Report Distribution:
(I) City of Coppell
(1) Tiseo Paving Company
(I) Pacheco Koch
(I) Wright Construction Company
Started: 2:30pm
Finished: 4:30pm ~/~2~R~ngineers' Ltd.
~'// John Moody
Project Manager
LIMITATIONS: The test results preseuted herein were prepared based upon the specific samples provided for testiug We assume no responsibility for variation iu quality
(compositbm, appearance, performance, etc) or any other feature of similar subject matter provided by persons or couditions over which we have no control Our letters and
repo~ls are fnr the exclusive use o1' tile clients to whom they are addressed and shall not be reproduced except m fidl without the written approval of Rone Engineers, Ltd
07DK Page 1 of 1
Ro gineers
8908 Ambassador Row
Dallas, Texas 7524%4510
(214} 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Atto: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 168872
Project No.: 027176
Date of Service: 01/17/2003
Report Date: 02/05/2003
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
M/D No. Description
Gauge: Troxlcr 3430
Gauge Serial No: 32685
Test Mode: DT
Moisture
Current: 655
Previous: 642
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 3062
Medium Brown Sandy Clay w/Gravel 15.5
Previous: 3027
Project Requirements
Moisture Density
112.0 Optimum +4
95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION I)E PTIt
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (oeo (pcO (% max)
1 Ruby Road, eastbound lane, station 11+00, 6" 1 17.2 128.2
6' below grade
2 Ruby Road, westbound lane, station 10+50, 6" I 17.6 133.6
5' below grade
3 Ruby Road, westbound lane, station 10+00, 6" 1 20.0 129.5
4' belo*v grade
4 Ruby Road, centerline, station 9+50, 4' 6" I 15.4 131.5
below grade
Test results on this report meet project specification.
Density tests over 102% may be due to over compaction.
109.4 98
113.6 101
107.9 96
114.0 102
Technician: Bill Rice
Report Distribution:
(1) City of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Construction Company
Started: 8:30AM Finished:
A./~~ineers, Ltd.:
10 30
~ / k John Moody
~' f 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, per£ormance, 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 iu fidl without the written approval of Ronc Engineers, Ltd
07DF Page 1 of I