ST0001-LR020227ROneEngineers
Client:
City of Coppcll
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppoll TX 75109
Project: CreRkviuw Drive and
Freeport Parkway
Copp¢ll, TX
Services: Cylinder Collection
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
REPORT OF CYLINDER COLLECTION
Report No.: 144293
Project No.: 015729
Date of Service: 02/21/2002
Report Date: 02/27/2002
Report of Collection
On this date, a Rone Engineers, Inc. representative arrived on site as scheduled
to pick up compressive strength test specimen cast prior to this date.
Technician Time: 12:30 p.m. - 1:30 p.m.
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Technician: Chris Webber
Report Distribution:
(1) City of Coppoll
(1) City of Coppell
(1) City of Copbell
(1) Infrastructure Scrvices, Inc.
(1) City of Coppoll
(1) Schrickcl, Rollins & Assoc., Inc.
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
~ports are for thc exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the wriaen eppmval of Rone Engineers, Inc.
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RoneEngineers
8908 Ambassador Row
Dallas, Texas 7524%4510
(2141630-9745
(214) 630-9819 (fax1
IN-PLACE DENSITY TESTING
Client:
Project:
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Creekview Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 143633
Project No.: 015729
Date of Service: 02/13/2002
Report Date: 02/18/2002
PROJECT DATA
CONTRACTOR: Infrastructure Services, Inc.
Test Methods: ASTM D-2922
ASTM D-3017
M/D No. Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32685 Current: 643
Test Mode: DT Previous: 661
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 3002
Previous: 3116
I Dark Brown, Gray and Tan Clay 25.5
Project Requirements
Moisture Density
94.5 Optimum +5
95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcO (per) (% max)
Storm Drain
1 Creekview, Station #, 4' below grade 6" 1 34.7* 107.6 79.9
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Technician: Joe Jernigan Started: 3:00PM Finished: 4:30PM Rone E///~4u~,c.
Report Distribution:
(1) City of Coppcll (11 City of CoppcH
(11 City of Coppell (1) Schrickel. Rollins & Assoc., Inc. CqiIj~9 Stark
(I) City of Coppell Project Manager
(11 Infrastructure Services, Inc.
85*
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided thr testing, We assume no responsibility tbr variation in quality
(composition, appearance, performance, etc.) or any other tbature of similar subject manet 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 Engineers, Inc.
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