ST0102-LR030224RoneEn gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
REPORT OF CYLINDER COLLECTION
Client:
City of Coppell
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 170604
Project No.: 027176
Date of Service: 02/12/2003
Report Date: 02/24/2003
Services: Cylinder Collection
Report of Collection
On this date, a Rone Engineers, Ltd. representative arrived on site as scheduled
to pick up compressive strength test specimen cast prior to this date.
Technician Time:
Page 1 of 1
Technician: Joe Jemigan
Report Distribution:
(1) City of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Construction Company
12:00 p.m. - 1:30 p.m.
CEngineers, Ltd.
John Moody
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
repons 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 Engineers, Ltd.
99DD Pat~e I of 1
Ro gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(2141630-9745
(2141630-9819 (fax/
IN-PLACE DENSITY TESTING
Client:
City of Coppel!
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-021
Coppell, TX
Report No.: 171059
Project No.: 027176
Date of Service: 02/19/2003
Report Date: 02/24/2003
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test i'vlethods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 31580
Test Mode: DT
Moisture
Current: 683
Previous: 664
M/D No.
I
Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Dark Brown Tan Sandy Clay
Standard Counts
Density
Current: 2596
Previous: 2595
Project Requirements
Moisture Density
20.5 102.0 Optimum +4 95 min
FIELD DENSITY TESTS
TEST
NO
PROBE
TESTLOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO. (%) ~cO ~CQ (% max)
Utility Backfill
Retest of test #3 from report #169812 6" 1 18.9' 121.6 102.3
An asterisk (*) appears next to test results which do NOT meet the project specifications.
100
Technician: Chris Webber
Report Distribution:
(11 City of Coppell
(11 Tiseo Paving Company
(11 Pacheco Koch
(11 Wright Constraction Company
Started: l:15pm
Finished: 2: ~,~//Je~ '45pm ~ R(~'rt~Engineers' Ltd.
// / John Moody
/~ / Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibiliw 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
repons are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in fall without the written approval of Rone Engineers, Ltd.
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