ST9902-LR061011
Concre.a-- Compression Test Report
e M J ENGINEERING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Cappel I
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-141
Report Date: 10/11/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3500 psi @ 28 Days
4 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
09/11/2006
Josh Bridges
CloudylWindy
LMC/1551
ASTM C231
._~__~ecifications
Ticket Number: 7170506 Time Satched: 12:28
Slump: 3.5 in Air Content: 4.2 %
Concrete Temperature: 880 F Ambient Temperature: 900 F
Placement Location: Sidewalks: (see below for location)
Time Sampled: 13:25
Unit Weight: n/a
Yardage (c.y.): 10 of 30
Sample Location:
All of East and West of Oakbend, South of Sandy Lake
Hlct
Concrete Compression Test Results
Set # Cylinder Test Date
#
01 SLR09110601 09/18/2006
01 SLR09110602 10/09/2006
01 SLR09110603 10/09/2006
01 SLR09110604 Hold
Max Load Area Stren}th Fracture
(Ibs. force) (sq.in.) (psi Type
95240 28.09 L 3390, C-cone/shear
121960 28.18 4330 C-cone/shear
123820 28.18 L439~ E-columnar
28 day average 4360
Age
(days)
7
28
W~'...
/
/
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
10 Gallons of Water Added On-Site, Approved by: Jose wI Tiseo Paving
Placement Location: Corner of Oakbend and Eastbound Sandy Lake, East & West Sides of Oakbend from Intersection to
65' South and Corner of Branch Wood and Sandy Lake, East Side of Branchwood, 50' South of Corner
CMJ Engineering,
R. Carl Lee, SET.
Vice President/CMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
a I Page] of 1
eMJ ENGrNEERING, INC
Concrete Compression Test Report
7636 Pebble Drive Fort Worth, Texas 76118
Tel (8~-9400 Fax: (817) 589-9993
Client:
Project.
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution
(1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
Strength
Slump
Air Content
Specifi~ati_o~~__
3500 psi @ 28 Days
4 in max
3 % min 6 % max
n/a
400 F min
Test Data
CMJ Report No
Report Date
687-5192-149
11/02/2006
Concrete Temperature
Ambient Temperature
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/02/2006
Zach Hartgraves
Clear
Redi Mix/732
ASTM C231
Ticket Number'
Slump
Concrete Temperature
Placement Location
176918 Time Batched 10'55 Time Sampled' 1145
5 in* Air Content: 6 0 % Unit Weight: N/A
800 F Ambient Temperature 850 F Yardage (c y) 10 of 20
Sidewalk: Center Median at North and South end of Industrial Park Access Dr, Sta 9+50 and Sta. 10+50
Sample Location
Sta. 9+50
An asterisk (*) appears next to field data which does NOT meet specifications.
Concrete Compression Test Results
Cylinder Age Max Load Area Stren~th Fracture
Set# # Test Date (days) (Ibs. force) (sq.in_) (psi Type
01 SLR10020601 10/09/2006 7 86600 2818 3070 C-cone/shear
01 SLR10020602 10/30/2006 28 106060 27.90 3800 E-columnar
01 SLR10020603 10/30/2006 28 109690 27_90 3930 E-columnar
01 SLR10020604 Hold
28 day average 3870
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards. C31, C39, C138, C143, C172, C1064, and C617 or C1231
* Non-Compliant: Contractor Notified
10 Gallons of Water Added On-Site, approved by Alvavo w/Tiseo
CMJ Engineering, nc
LIMITATIONS The test results presented in this report apply only to the specific samples, itemUnd areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
01
Page I of I
Concrete Compression Test Report
eM J ENGINEERING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-149
Report Date: 10/11/2006
Strength
Slump
Air Content
Specifications
3500 psi @ 28 Days
4 in max
3 % min 6 % max
n/a
Test Data
f------- ---
Concrete Temperature
Ambient Temperature
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/02/2006
Zach Hartgraves
Clear
Redi Mix/732
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
176918 Time Batched: 10:55 Time Sampled: 11 :45
5 in* Air Content: 6.0 % Unit Weight: N/A
800 F Ambient Temperature: 850 F Yardage (c.y.): 10 of 20
Sidewalk: Center Median at North and South end of Industrial Park Access Dr., Sta. 9+50 and Sta. 10+50
Sample Location:
Sta. 9+50
An asterisk (*) appears next to field data which does NOT meet specifications.
Concrete Compression Test Results
Cylinder Age Max Load Area
Set# # Test Date V (Ibs. force) (sq.in.)
01 SLR10020601 10/09/2006 86600 28.18
01 SLR10020602 10/30/2006 28
01 SLR10020603 10/30/2006 28
01 SLR10020604 Hold
Stren.Qth
(pSI)
( 3070
Fracture
Type
C-cone/shear
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
* Non-Compliant: Contractor Notified
10 Gallons of Water Added On-Site, approved by: Alvavo w/Tiseo
CMJ Engineering, Ir1Ic
- V
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
01 Page 1 of 1
Daily Report of In-Field Sieve Analysis
__ eMJ ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Cop pel!
West Sandy Lake Road
Reconstruction
Report Distribution: City of Coppell (2)
Tiseo Paving Company
Teague Nail & Perkins
CMJ Report No.: 687-5192-150
Date Tested: October 11, 2006
Technician: Phil Sommerville
Test
No.
1
2
3
4
5
6
7
8
9
10
11
In-Field Sieve Anal sis of Road Mixed Materials
Test Location
(Paving Subgrade)
Westbound Lane at Sandy Lake Road
Sta. 4+50 to Sta. 27+00
Sta. 26+75, 10' South of Centerline
Sta. 24+50, 10' North of Centerline
Sta. 22+50 on Centerline
Sta. 20+50, 12' South of Centerline
Sta. 18+30, 7' North of Centerline
Sta. 16+40, 10' North of Centerline
Sta. 14+25 on Centerline
Sta. 12+00, 15' South of Centerline
Sta. 10+00, 5' South of Centerline
Sta. 8+00, 7' North of Centerline
Sta. 5+90 on Centerline
TEX 101E
Percent
Passing
1-3/4" Sieve
Percent
Passing
#4 Sieve
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
.4%
61.7%
70.4%
73.9%
67.5%
78.1%
71.0%
62.4%
68.5%
64.8%
62.7%
60%
. Carl ~ee, S.E.T.
Vice President/CMT Manager
The test results presented in this report apply only to the specifi samples, items, and areas described within this report. The test
results do not pertain to any other samples, items, or areas regardless of similarity. Our reports are produced solely for the
exclusive use of our client. This report or any portion of this r port may not be reproduced without the written consent of our client
and CMJ Engineering, Inc.
Daily Report of In-Field Sieve Analysis
__ eM} ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppel!
West Sandy Lake Road
Reconstruction
Report Distribution: City of Coppell (2)
Tiseo Paving Company
Teague Nail & Perkins
CMJ Report No.: 687-5192-151
Date Tested: October 11,2006
Technician: Phil Sommerville
Test
No.
In-Field Sieve Anal sis of Road Mixed Materials
Test Location
(Paving Subgrade)
Westbound Lane at Sandy Lake Road
Sta. 49+50 to Sta. 52+50
Sta. 49+50, 5' North of Centerline
Sta. 51 +50, 8' South of Centerline
TEX 101E
Percent
Passing
1-3/4" Sieve
Percent
Passing
#4 Sieve
1
2
100%
100%
100%
80%
CMJ Engineering, Inc
R. Carl Lee, .E.T.
Vice President/eMT Manager
The test results presented in this report apply only to the specific sam , items, and areas described within this report. The test
results do not pertain to any other samples, items, or areas regardless of similarity. Our reports are produced solely for the
exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client
and CMJ Engineering, Inc,