ST9902-LR061213
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.: 687-5192-199
Report Date: 01/05/2007
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
4 in max
3 % min 6 % max
Test Data
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
12/04/2006
Robert McElvany
Clear/Breeze
Southern Star/9618-B
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
1538455
4in
570 F
Rip Rap:
Time Batched:
Air Content:
Ambient Temperature:
End of Sta. 0+98.22, SD A-2
09:45
4.0%
400 F
Time Sampled: 10:25
Unit Weight: N/A
Yardage (c.y.): 6.5 of 6.5
Sample Location:
5' East of existing concrete on Centerline between North and South Walls
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR12040601 12/11/2006 7 143500 27.99 5130 E-columnar
01 SLR12040602 01/02/2007 29 181540 28.27 6420 E-columnar
01 SLR12040603 01/02/2007 29 179480 28.27 6350 E-columnar
01 SLR12040604 Hold
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.
o Gallons of Water Added On-Site
CMJ Engineering, Inc
R. Car' Lee, S.E.T.
Vice President/CMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples', items, nd areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are pro ced 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 Pagelofl
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.: 687-5192-200
Report Date: 01/05/2007
n/a
n/a
n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
12/04/2006
Rick Campbell
ClearlWindy
LMC/1701
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3000 psi @ 28 Days
4 in max
Ticket Number: 7173741
Slump: 3.5 in
Concrete Temperature: 660 F
Placement Location: Signal Foundation
Time Batched: 15:13
Air Content: 3.3 %
Ambient Temperature: 560 F
Time Sampled: 16:00
Unit Weight: N/A
Yardage (c.y.): 3 of 11
Sample Location:
Southwest Corner of Sandy Lake Road and Freeport Parkway Intersection, Top 3' of Foundation
Concrete Compression Test Results
Cylinder Age Max Load Area Stren~th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
02 SLR12040605 12/11/2006 7 157060 27.99 5610 E-columnar
02 SLR12040606 01/02/2007 29 182150 28.27 6440 E-columnar
02 SLR12040607 01/02/2007 29 184020 28.27 6510 C-cone/shear
02 SLR12040608 Hold
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.
o Gallons of Water Added On-Site
CMJ Engineering, 'nc
R. Carl Lee, S.E.T.
Vice PresidenUCMT 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.
o I Page 1 of 1
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.: 687-5192-199
Report Date: 12/13/2006
Specifications
Strength 3600 psi @ 28 Days
Slump 4 in max
Air Content 3 % min 6 % max
Concrete Temperature n/a
Ambient Temperature 400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
12/04/2006
Robert McElvany
Clear/Breeze
Southern Star/9618-B
ASTM C231
Ticket Number: 1538455 Time Batched: 09:45 Time Sampled: 10:25
Slump: 4in Air Content: 4.0% Unit Weight: N/A
Concrete Temperature: 57" F Ambient Temperature: 400 F Yardage (c.y.): 6.5 of 6.5
Placement Location: Rip Rap: End of Sta. 0+98.22, SD A-2
Sample Location:
5' East of existing concrete on Centerline between North and South Walls
Concrete Compression Test Results
Cylinder Age Max Load Area
Set# # Test Date (days) (Ibs. force) (sq.in.)
01 SLR 12040601 12/11/2006 7 143500 27.99
01 SLR12040602 01/02/2007 29
01 SLR 12040603 01/02/2007 29
01 SLR12040604 Hold
Strength
(pSI)
5130
Fracture
Type
E-columnar
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.
o Gallons of Water Added On-Site
CMJ Engineering, I c
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 nol be reproduced without the written consent of our client and CMJ Engineering, Inc.
01 Page 1 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.: 687-5192-200
Report Date: 12/13/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
12/04/2006
Rick Campbell
Clear/Windy
LMC/1701
ASTM C231
3000 psi @ 28 Days
4 in max
n/a
n/a
n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Cylinder Age Max Load Area
Set# # Test Date (days) (Ibs. force) (sq.in.)
02 SLR12040605 12/11/2006 7 157060 27.99
02 SLR12040606 01/02/2007 29
02 SLR12040607 01/02/2007 29
02 SLR12040608 Hold
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
7173741
3.5 in
660 F
Signal Foundation
Time Batched: 15:13
Air Content: 3.3 %
Ambient Temperature: 560 F
Time Sampled: 16:00
Unit Weight: N/A
Yardage (c.y.): 3 of 11
Southwest Corner of Sandy Lake Road and Freeport Parkway Intersection, Top 3' of Foundation
Concrete Compression Test Results
Stren.9th
(pSI)
5610
Fracture
Type
E-columnar
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.
o Gallons of Water Added On-Site
CMJ Engineering, Inc
R. Carl Lee, S.E.T.
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.
01
Page 1 of 1
In-Place Soil Moisture/Density Tests by Nuclear Method
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.: 687-5192-201
Report Date: 12/13/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: 12/08/2006
Technician: Jon Lewis
2208
ASTM 0-698
Material Description
Tan and Dark Brown Silty Clay
Optimum Maximum Dry
Moisture % Density pet
Curve No.
Test Method
21.0 100.5
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pct) (pct) Density
Roadway Embankment **
308.0 -2' BFG Sta. 53+80, 30' Right of Centerline 2208 6" 27.4* 122.4 96.1 95.6
309.0 -2' BFG Sta. 53+80, 30' Right of Centerline 2208 6" 26.4* 118.9 94.1 93.6*
310.0 -2' BFG Sta. 53+80, 30' Right of Centerline 2208 6" 27.6* 121.2 95.0 94.5*
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM D2922, ASTM D3017
Additional Remark(s): {BFG} Below Final Grade
* Non-Compliant: John Gay with Tiseo Paving Company was Notified
** Roadway Embankment: West Sandy Lake Road
Gauge: Humboldt
Gauge SN: 5368
R. Carl Lee, S.E.T.
Vice President/CMT Manager
CMJ Engineering, In
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.
07 Page 1 of 1