SW0001-LR030805RoneEngineers
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:
Project:
City of Coppell
Arm: Suzan Taylor-Engineering Dept.
PO Box 478
Coppell TX
Riverchase Elevated Sidewalk
Coppell, Texas
Report No.: 191232
Project No.: 037980
Date of Service: 07/23/2003
Report Date: 08/05/2003
Services: Perform In-Place Densfly Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Greenscaping
Test Methods: ASTM D-2922
ASTM D-3017
MID No.
Description
Gauge: Troxler 3430
Moisture
Gauge Serial Ne: 33305 Current: 554
Test Mode: DT
Previous: 551
MOISTURE DENSITY RELATIONS
Maxiroum
Moisture % Density pcf
Medium Brown Sandy Clay w/Gravel
Dark Brown Clay
Dark Brown Clay w/Traces of Gravel
Standard Counts
Density
Current: 2746
Previous: 2730
Project Requirements
Moisture Density
15.5 112.0 Optimum +4 95 min
21.5 98.5 Optimum +4 95 rain
21.5 102.0 Optimum +4 95 mia
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
Sidewalk
1 15' north of elevated walkway, 2' below
grade
Sidewalk
2 5' north of elevated walkway, 3' below
grade
Technician: Sco~t Fagan
Report Distribution:
(1) City of Coppell
PROBE MAD MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pc0 (pc0 (% max)
6" 1 15.7 129.2 111.7 100
6" I 16.2 128.3
Test results on this report meet project specification.
Started: 7:30am Finished: 9:00am
Ron
0.4 99
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, 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 add~ssed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
07DD Page 1 of 1
RoneEngineers
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:
Project:
City of Coppell
Atto: Suzan Taylor-Engineering Dept.
PO Box 478
Coppell TX
Riverchase Elevated Sidewalk
Coppell, Texas
Report No.: 191273
Project No.: 037980
Date of Service: 07/23/2003
Report Date: 08/05/2003
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Greenscaping
Test Methods: ASTM D-2922
ASTM D-3017
M/DNo. De~Hpfion
Gauge: Troxler 3430 Moisture
Gauge Serial No: 24675 Current: 609
Test Mode: DT
Previous: 605
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 9820
Previous: 2880
Project Requirements
Moisture Density
Dark Brown Tan Sandy Clay
20.5
102.0 Optimum +4
95 rain
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
MfD MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (poi) (pet) (% max)
Fill
1 5' north of elevated sidewalk, .5' below 6" 1 21.4 121.3
grade
Fill
2 20' north of elevated sidewalk, .5' below 6" 1 20.0* 123.2
grade
An asterisk (*) appears next to test results which do NOT meet the project specifical
Technician: Richard Bullion
Report Distribution:
(1) City of Coppell
Started: 3:30pm
Finished: 5:15pm
Project
99.9 98
102.7 101
anager
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 t~ whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
07 Page 1 of I