ST0301A-CS100819 (2)2011) Keith Marvin - RE: Bethel Road, Page 1
From: "Robert P. Nance" <robertpnance @aggengr.com>
To: "Keith Marvin" <kmarvin @coppelltx.gov>
Date: 8/19/2010 1:30 PM
Subject: RE: Bethel Road,
will review and let you know.
Thanks,
Robert P. Nance, C.E.T. Senior Project Manager - Associate
Alliance Geotechnical Group
3228 Halifax Street, Suite A
Dallas, Texas 75247
Office 972 - 444 -8889
Fax 972 - 444 -8893
Direct 972 - 331 -8804
Cell 214 - 500 -3104
"Employee Owned, Client Driven"
www.aggengr.com
- - - -- Original Message---- -
From: Keith Marvin [mailto:kmarvin @coppelltx.gov]
Sent: Thursday, August 19, 2010 1:28 PM
To: Robert P. Nance; Caleb Thornhill
Cc: Tricia Hatley
Subject: Fwd: Bethel Road,
Any thoughts on this?
Keith Marvin, P.E.
Project Engineer
(972) 304 -3681
>>> "Kim Entrekin" <Kime @JRJ Paving. com> 8/19/2010 12:06 PM >>>
Hard copies are being sent via Fed Ex, the tracking number is 8735 6673
2320. Keith you should receive them tomorrow morning. Please do not
hesitate to contact me if they do not arrive.
2011) Keith Marvin - RE: Bethel Road, Page 2
Kim Entrekin
JRJ Paving, LP
214 - 466 -8340
214 - 466- 8354(fax)
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number: 94091276.0001 Trerra
Sery -ce Date: 10 8901 Carpenter 17—Y
Report Date: 10/28/09 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
Texas Industries Inc Laboratory Testing Services - TXI
Attn: Dan Richwine Lab Work
1341 West Mocidngbird Lane Dallas, TX
Dallas, TX 75247
Material Information
Source of Material: TXI Stockpile
Proposed Use: Cement Treated Base
Laboratory Test Data
Test Procedure: ASTM D558
Test Method: Method B
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pcf): 125.4
Optimum Water Content ( %): 8.3
127
126
O 125
124
123
122
w
121
C 120
� 119
p 118
117
Zero Air Voids Curve for Assumed Specific
Gravity 2.65
4 5 6 7 8 9 10 11 12 13 14 15
Water Content ( %)
Comments:
Services: Obtain a`sample of reclaimed asphalt, mix with cement and perform a mositure - density relationship.
Terracon Rep: Eric L. Holm
Reported To:
Contractor:
Report Distribution:
(1) Texas Industries Inc
Test Methods: ASTM D558, ASTM D4318
Reviewed By:
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Project Number 94091276
Sample Information
Sample Date: 10/08/09
Sampled By: Eric L. Holm
Sample Location: TXI Plant
Sample Description: Reclaimed asphalt product with Type I /II
cement
Result Specifications
Liquid Limit: Non - plastic
Plastic Limit: Non - plastic
Plasticity Index: Non - plastic
CR0006, 5. 20 -09, Rev.3 Page I of I
REPORT OF AGGREGATE SIEVE ANALYSIS Consulting Engineers &Scientists
8901 Carpenter Fnvy., Suite #100
Dallas, TX 75247
(214) 630 -1010 Reg No.: F -3272
Date of Service: 10/12/09 Report No.: 94091276.0002
Project No.: 94091276
Client: Texas Industries Inc Project: Laboratory Testing Services - TXI
1341 West Mockingbird Lane Lab Work
Dallas, TX 75247 Dallas, TX
Services: Sieve analysis on reclaimed asphalt product sampled at the Spangler TXI Plant.
Methods of Tests: ASTM C 117 and ASTM C 136
Source: TXI Operations
SIEVE SIZE
2 11
11/4
7/8"
3/4"
1/2"
3/8"
#4
#10
#40
#80
#200
Technician: E. Holm
Report Distribution:
(1) Texas Industries Inc
GRADATION ANALYSIS
PERCENTAGE
RETAINED SIEVES
PERCENTAGE
PASSING SIEVES
0
100
0
100
2
98
4
96
10
90
16
84
39
61
60
40
78
22
87
13
90.0
10.0
Senior Project Manager
sks This report is exclusively for tie use of the client indicated above and sball not be reproduced in full without written approval ofTerracon.
STRENGTH TESTS OF SOIL REPORT
Report Number: 94091276.0003
Service Date: 10/22/09
Report Date: 10/29/09
Client
Texas Industries Inc
Attn: Dan Richwine
1341 West Mockingbird Lane
Dallas, TX 75247
11i2rramcon
8901 Carpenter Frwy.
Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Project
Laboratory Testing Services - TXI
Lab Work
Dallas, TX
Proj ect No. 94091276
Test Method Reference: ASTM D 1633, Method A
RESULTS OF LABORATORY TEST-
SAMPLE
I D
CEMENT
CONTENT
No)
MOISTURE
CONTENT
( %))
DRY
DENSITY
(Ibs /et)
AGE
(days)
TOTAL
LOAD
(Ibs)
COMPRESSIVE
STRENGTH
(Psi)
1
4
8.5
125.8
7
3,960
315.0
2
4
8.9
126.0
7
3,974
315.0
3
4
8.8
126.0
7
3,677
290.0
AVERAGE
305.0
4
6
8.9
125.8
7
5,610
450.0
5
6
9.4
125.3
7
5,786
460.0
6
6
9.3
124.1
7
5,121
405.0
AVERAGE
440.0
7
8
8.8
126.0
7
7,545
600.0
8
8
9.2
123.6
7
7,877
625.0
9
8
8.9
126.1
7
7,660
610.0
AVERAGE
610.0
10
10
9.0
125.8
7
9,743
775.0
11
10
8.8
124.9
7
9,156
730.0
12
10
8.5
125.2
7
9,812
780.0
AVERAGE
760.0
Comments: The three (3) strength samples were averaged.
Services:
Terracon Rep: Eric L. Holm
Reported To:
Contractor:
Report Distribution
(I) "I'esas IndusU hic
Reviewed By
Eric J. Cleveland, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
(1/25/2011) Keith Marvin - RE: Bethel Road,Page 1
From:
Chris Poteet <cjp@freese.com>
To:
Keith Marvin <kmarvin@coppelltx.gov>
CC:
Tricia Hatley <thh@freese.com>
Date:
8/19/2010 2:02 PM
Subject:
RE: Bethel Road,
Keith, not a problem. I'm going through it now.
Chris
Chris Poteet
Freese & Nichols Inc.
-----Original Message-----
From: Keith Marvin [mailto:kmarvin@coppelltx.gov]
Sent: Thursday, August 19, 2010 1:57 PM
To: Chris Poteet
Cc: Tricia Hatley
Subject: Fwd: Bethel Road,
Chris,
I understand Caleb is out this week. Can you and the structural engineer review the attached submittal.
This is for cement treated base backfill for the bridge.
Thanks.
Keith Marvin, P.E.
Project Engineer
(972) 304-3681
>>> "Kim Entrekin" <Kime@JRJPaving.com> 8/19/2010 12:06 PM >>>
Hard copies are being sent via FedEx, the tracking number is 8735 6673 2320. Keith you should receive
them tomorrow morning. Please do not hesitate to contact me if they do not arrive.
Kim Entrekin
JRJ Paving, LP
214-466-8340
214-466-8354(fax)
(1/25/2011) Keith Marvin - RE: Bethel Road,Page 2
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