ST9902-LR060919
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 Coppel!
(1) City of Coppel!
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-112
Report Date: 09/19/2006
** REVISED REPORT **
(SEE COMMENTS BELOW)
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
Test Data
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
08/09/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A Time Batched: 07:34
6 in* Air Content: 6.5 %*
930 F Ambient Temperature: 840 F
Paving: Eastbound side, running from Station 37+00 to 51+00
Time Sampled: 08:00
Unit Weight: N/A
Yardage (c.y.): 6/900
Sample Location:
Station 37+50
An asterisk (*) appears next to field data which does NOT meet specifications.
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR08090601 08/16/2006 7 84480 27.99 3020 B-cone/split
01 SLR08090602 09/06/2006 28 115140 27.99 4110 E-columnar
01 SLR08090603 09/06/2006 28 112860 27.99 4030 C-cone/shear
01 SLR08090604 Hold
28 day average 4070
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
* Non-Compliant: Contractor Notified (Angelo w/Tiseo)
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature.
**REVISED REPORT 9/18/2006**
Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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 of6
Concrete Compression Test Report
C M 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.: 687-5192-112
Report Date: 09/19/2006
Specifications
Test Data
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
08/09/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 08:33
1.5 in Air Content: 6.0 %
960 F Ambient Temperature: 860 F
Paving: Eastbound side, running from Station 37+00 to Station 51+00
Time Sampled: 08:45
Unit Weight: N/A
Yardage (c.y.): 161/900
Station 39+50
Concrete Compression Test Results
Cylinder Age Max Load Area Stren~th Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type
02 SLR08090605 08/16/2006 7 88760 27.99 3170 B-cone/split
02 SLR08090606 09/06/2006 28 120120 27.99 4290 C-cone/shear
02 SLR08090607 09/06/2006 28 118320 27.99 4230 B-cone/split
02 SLR08090608 Hold
28 day average 4260
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
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature.
**REVISED REPORT 9/18/2006**
Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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 2 of6
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 CoppeU
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-112
Report Date: 09/19/2006
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
08/09/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A Time Batched: 09:45
1.5 in Air Content: 5.8 %
960 F Ambient Temperature: 910 F
Paving: Eastbound side, running from Station 37+00 to Station 51 +00
Time Sampled: 10:05
Unit Weight: N/A
Yardage (c.y.): 323/900
Sample Location:
Station 42+93
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
03 SLR08090609 08/16/2006 7 104440 27.99 3730 C-cone/shear
03 SLR08090610 09/06/2006 28 123820 27.99 4420 E-columnar
03 SLR08090611 09106/2006 28 125180 27.99 4470 E-columnar
03 SLR08090612 Hold
28 day average 4450
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
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature.
**REVISED REPORT 9/18/2006**
Slump specification changed from 1.5" Max to 2" Max
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.
01 Page 3 of6
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.: 687-5192-112
Report Date: 09/19/2006
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
08/09/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
3 % min 6 % max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A Time Batched: 10:40
2 in Air Content: 5.8 %
97" F Ambient Temperature: 930 F
Paving: Eastbound side, running from Station 37+00 to Station 51 +00
Time Sampled: 11 :00
Unit Weight: N/A
Yardage (c.y.): 457/900
Sample Location:
Station 44+00
Concrete Compression Test Results
Cylinder Age Max Load Area Stren~th Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type
04 SLR08090613 08/16/2006 7 102940 27.99 3680 B-cone/split
04 SLR08090614 09/06/2006 28 137960 27.99 4930 E-columnar
04 SLR08090615 09/06/2006 28 134620 27.99 4810 C-cone/shear
04 SLR08090616 Hold
28 day average 4870
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
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature.
**REVISED REPORT 9/18/2006**
Slump specification changed from 1 .5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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 Page40f6
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 Cappel!
(1) City of Cop pel!
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-112
Report Date: 09/19/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
3 % min 6 % max
Test Data
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
08/09/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A
1.5 in
990 F
Paving:
Time Batched: 11 :45
Air Content: 6,0 %
Ambient Temperature: 960 F
Eastbound side, running from Station 37+00 to 51 +00
Time Sampled: 12:05
Unit Weight: N/A
Yardage (c.y.): 617/900
Sample Location: Station 47+00
Concrete Compression Test Results
Cylinder Age Max Load Area strenijth Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
05 SLR08090617 08/12/2006 3 98220 28.27 3470 C-cone/shear
05 SLR08090618 08/12/2006 3 101520 28.27 3590 C-cone/shear
05 SLR08090619 08/16/2006 7 106840 27.99 3820 C-cone/shear
05 SLR08090620 09/06/2006 28 128660 27.99 4600 E-columnar
05 SLR08090621 09/06/2006 28 126680 27.99 4530 E-columnar
05 SLR08090622 Hold
28 day average 4570
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 - 3 day break requested by John Lan for Saturday.
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature.
**REVISED REPORT 9/18/2006**
Slump specification changed from 1 .5" Max to 2" Max
CMJ Engineering, Inc
R. Car' Lee, SET.
Vice PresidenVCMT 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.
0] Page 5 of6
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 Cop pel!
(1) City of Coppel!
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687 -5192-112
Report Date: 09/19/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
08/09/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 12:45
2 in Air Content: 5.7 %
990 F Ambient Temperature: 97" F
Paving: Eastbound side, running from Station 37+00 to Station 51+00
Time Sampled: 13:00
Unit Weight: N/A
Yardage (c.y.): 749/900
Station 49+75
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
06 SLR08090623 08/16/2006 7 101400 27.99 3620 C-cone/shear
06 SLR08090624 09/06/2006 28 129020 27.99 4610 E-columnar
06 SLR08090625 09/06/2006 28 133120 27.99 4760 E-columnar
06 SLR08090626 Hold
28 day average 4690
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
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature.
**REVISED REPORT 9/18/2006**
Slump specification changed from 1 .5" Max to 2" Max
CMJ Engineering, I c
R. Carl Lee, SET.
Vice PresidenVCMT 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 60f6
Concr
~ 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.: 687-5192-106
Report Date: 09/19/2006
** REVISED REPORT **
(SEE COMMENTS BELOW)
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
Test Data
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
08/04/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A Time Batched: 08:07 Time Sampled: 08:30
1.5 in Air Content: 5.4 % Unit Weight: N/A
900 F Ambient Temperature: 850 F Yardage (c.y.): 44/800
Paving, southbound side, running from Station 14+00 to Station 1+45, Royal Lane
Sample Location:
Station 12+84
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR08040601 08/11/2006 7 120440 28.27 4260 C-cone/shear
01 SLR08040602 09/01/2006 28 149440 28.09 5320 E-columnar
01 SLR08040603 09/01/2006 28 143050 28.09 5090 E-columnar
01 SLR08040604 Hold
28 day average 5210
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
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature.
**REVISED REPORT 9/18/2006**
Slump specification changed from 1 .5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, d 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.
Page 1 of6
Concr - e 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 Coppel!
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.: 687-5192-106
Report Date: 09/19/2006
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
08/04/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A Time Batched: 09:30 Time Sampled: 10:00
4.5 in* Air Content: 5.5 % Unit Weight: N/A
950 F Ambient Temperature: 950 F Yardage (c.y.): 152/800
Paving, southbound side, running from Station 14+00 to Station 1+45, Royal Lane
Sample Location:
Station 11 +00
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
02 SLR08040605 08/11/2006 7 90780 28.27 3210 B-cone/split
02 SLR08040606 09/01/2006 28 114280 28.09 4070 C-cone/shear
02 SLR08040607 09/01/2006 28 116760 28.09 4160 E-columnar
02 SLR08040608 Hold
28 day average 4120
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
* Non-Compliant: Contractor Notified
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature.
**REVISED REPORT 9/18/2006**
Slump specification changed from 1 .5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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.
m h~2~6
Concr -} 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
Reco nstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-106
Report Date: 09/19/2006
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
08/04/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A Time Batched: 11 :04 Time Sampled: 11 :30
2 in Air Content: 5.4 % Unit Weight: N/A
960 F Ambient Temperature: 980 F Yardage (c.y.): 331/800
Paving, southbound side, running from Station 14+00 to Station 1 +45, Royal Lane
Sample Location:
Station 8+75
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
03 SLR08040609 08/11/2006 7 98840 28.27 3500 E-columnar
03 SLR08040610 09/01/2006 28 122400 28.09 4360 C-cone/shear
03 SLR08040611 09/01/2006 28 124670 28.09 4440 C-cone/shear
03 SLR08040612 Hold
28 day average 4400
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
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature,
**REVISED REPORT 9/18/2006**
Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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 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 3 of6
Concr( - \ 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.: 687-5192-106
Report Date: 09/19/2006
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
08/04/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A Time Batched: 12:36 Time Sampled: 12:55
2 in Air Content: 5.1 % Unit Weight: N/A
980 F Ambient Temperature: 990 F Yardage (c.y.): 466/800
Paving, southbound side, running from Station 14+00 to Station 1+45, Royal Lane
Sample Location:
Station 6+50
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
04 SLR08040613 08/11/2006 7 95660 28.27 3380 B-cone/split
04 SLR08040614 09/01/2006 28 120440 28.09 4290 E-columnar
04 SLR08040615 09/01/2006 28 122410 28.09 4360 C-cone/shear
04 SLR08040616 Hold
28 day average 4330
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
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature.
**REVISED REPORT 9/18/2006**
Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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 4 of6
Concr' - ~ 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.: 687-5192-106
Report Date: 09/19/2006
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
08/04/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A Time Batched: 13:49 Time Sampled: 14:05
1.5 in Air Content: 5.4 % Unit Weight: N/A
990 F Ambient Temperature: 990 F Yardage (c.y.): 615/800
Paving, southbound side, running from Station 14+00 to Station 1+45, Royal Lane
Sample Location:
Station 3+85
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
05 SLR08040617 08/11/2006 7 97840 28.27 3460 C-cone/shear
05 SLR08040618 09/01/2006 28 109620 28.09 3900 E-columnar
05 SLR08040619 09/01/2006 28 114210 28.09 4070 C-cone/shear
05 SLR08040620 Hold
28 day average 3990
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
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature,
**REVISED REPORT 9/18/2006**
Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
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 5 of6
Concr ~ 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.: 687-5192-106
Report Date: 09/19/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
08/04/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 14:47 Time Sampled: 15:00
1.5 in Air Content: 5.3 % Unit Weight: N/A
990 F Ambient Temperature: 990 F Yardage (c.y.): 755/800
Paving, southbound side, running from Station 14+00 to Station 1+45, Royal Lane
Station 2+25
Concrete Compression Test Results
Cylinder Age Max Load Area Stren~th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (psi Type
06 SLR08040621 08/11/2006 7 109020 28.27 3860 C-cone/shear
06 SLR08040622 09/01/2006 28 125500 28.09 4470 C-cone/shear
06 SLR08040623 09/01/2006 28 129190 28.09 4600 E-columnar
06 SLR08040624 Hold
28 day average 4540
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
**REVISED REPORT 9/12/2006**
Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature.
**REVISED REPORT 9/18/2006**
Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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 6 of6
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.: 687-5192-110
Report Date: 09/19/2006
** REVISED REPORT **
(SEE COMMENTS BELOW)
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
08/07/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A Time Batched: 07:11 Time Sampled: 07:45
1.5 in Air Content: 5.7 % Unit Weight: N/A
940 F Ambient Temperature: 780 F Yardage (c.y.): 20/950
Paving: West end of Sandy Lake Road, eastbound side, running from Station 9+82 to Station 25+00
Sample Location:
Station 10+50
Concrete Compression Test Results
Cylinder Age Max Load Area Stren~th Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type
01 SLR08070601 08/14/2006 7 121040 28.18 4290 E-columnar
01 SLR08070602 09/05/2006 29 130660 28.18 4640 C-cone/shear
01 SLR08070603 09/05/2006 29 129980 28.18 4610 C-cone/shear
01 SLR08070604 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
**REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised
to remove maximum temperature.
**REVISED REPORT 9/18/2006** Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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 of7
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.: 687-5192-110
Report Date: 09/19/2006
1-----
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
Test Data
08/07/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
Set#
02
02
02
02
Cylinder
#
SLR08070605
SLR08070606
SLR08070607
SLR08070608
N/A Time Batched: 08:45 Time Sampled: 09:15
1.5 in Air Content: 5.6 % Unit Weight: N/A
950 F Ambient Temperature: 800 F Yardage (c.y.): 169/950
Paving: Wend of Sandy Lake Road, eastbound side, running from Station 9+82 to Station 25+00
Station 13+50
Concrete Compression Test Results
Test Date
08/14/2006
09/05/2006
09/05/2006
Hold
Age
(days)
7
29
29
Max Load
(Ibs. force)
116020
128120
131020
Area
(sq.in.)
28.18
28.18
28.18
Strength
(psi)
4120
4550
4650
Fracture
Type
C-cone/shear
E-columnar
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.
5 gallons of water added on site, approved by Angelo w/ Tiseo
**REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised
to remove maximum temperature.
**REVISED REPORT 9/18/2006** Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
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 2 of7
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.: 687-5192-110
Report Date: 09/19/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
08/07/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 10:16 Time Sampled: 10:30
1.5 in Air Content: 6.5 %* Unit Weight: N/A
97" F Ambient Temperature: 87" F Yardage (c.y.): 328/950
Paving: Wend of Sandy Lake Road, eastbound side, running from Station 9+82 to Station 25+00
Station 15+50
An asterisk (*) appears next to field data which does NOT meet specifications.
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
03 SLR08070609 08/14/2006 7 107560 28.18 3820 C-cone/shear
03 SLR08070610 09/05/2006 29 137200 28.18 4870 E-columnar
03 SLR08070611 09/05/2006 29 135900 28.18 4820 E-columnar
03 SLR08070612 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
* Non-Compliant: Contractor Notified { Angelo w/Tiseo }
**REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised
to remove maximum temperature.
**REVISED REPORT 9/18/2006** Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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 3 of7
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.: 687-5192-110
Report Date: 09/19/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
08/07/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
Set#
04
04
04
04
Cylinder
#
SLR08070613
SLR08070614
SLR08070615
SLR08070616
N/A Time Batched: 11 :44 Time Sampled: 12:00
1.5 in Air Content: 5.8 % Unit Weight: N/A
990 F Ambient Temperature: 950 F Yardage (c.y.): 478/950
Paving: Wend of Sandy Lake Road, easebound side, running from Station 9+82 to Station 25+00
Station 17+44
Concrete Compression Test Results
Test Date
Age
(days)
7
29
29
Max Load
(Ibs. force)
114840
144420
146160
Area
(sq.in.)
28.18
28.18
28.18
Stren,gth
(pSI)
4070
5120
5190
Fracture
Type
E-columnar
E-columnar
E-columnar
08/14/2006
09/05/2006
09/05/2006
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
**REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised
to remove maximum temperature.
**REVISED REPORT 9/18/2006** Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT Manager
LIMITATIONS: The lest 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 4 of7
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.: 687-5192-110
Report Date: 09/19/2006
Specifications
Test Data
08/07/2006
Brent Talcott
Clear/Light
Tiseo/2465M
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 12:50 Time Sampled: 13:00
2.5 in* Air Content: 5.7 % Unit Weight: N/A
990 F Ambient Temperature: 97" F Yardage (c.y.): 625/950
Paving, west end of Sandy Lake Road, eastbound side, running from Station 9+82 to Station 25+00
Station 20+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
05 SLR08070617 08/14/2006 7 107200 28.18 3800 E-columnar
05 SLR08070618 09/05/2006 29 134940 28.18 4790 E-columnar
05 SLR08070619 09/05/2006 29 129280 28.18 4590 C-cone/shear
05 SLR08070620 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
* Non-Compliant: Contractor Notified
**REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised
to remove maximum temperature.
**REVISED REPORT 9/18/2006** Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
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 5 of7
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.: 687-5192-110
Report Date: 09/19/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
Test Data
08/07/2006
Brent Talcott
Clear/Light Breeze
Tiseo/2465M
ASTM C231
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
Set#
06
06
06
06
Cylinder
#
SLR08070621
SLR08070622
SLR08070623
SLR08070624
N/A Time Batched: 14:00 Time Sampled: 14:30
2 in Air Content: 5.8 % Unit Weight: N/A
97" F Ambient Temperature: 97" F Yardage (c.y.): 788/950
Paving: Wend of Sandy Lake Road, eastbound side, running from Station 9+82 to Station 25+00
Station 22+50
Concrete Compression Test Results
Test Date
08/14/2006
09/05/2006
09/05/2006
Hold
Age
(days)
7
29
29
Max Load
(Ibs. force)
120960
136020
138300
Area
(sq.in.)
28.18
28.18
28.18
Stren.Qth
(pSI)
4290
4830
4910
Fracture
Type
C-cone/shear
C-cone/shear
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
**REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised
to remove maximum temperature.
**REVISED REPORT 9/18/2006** Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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 6 of7
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.: 687-5192-110
Report Date: 09/19/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
08/07/2006
Brent Talcott
Partly Cloudy/Light Breeze
Tiseo/2465M
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 14:59 Time Sampled: 15:20
2.5 in* Air Content: 5.8 % Unit Weight: N/A
990 F Ambient Temperature: 97" F Yardage (c.y.): 904/950
Paving: Wend of Sandy Lake Road, eastbound side, running from Station 9+82 to Station 25+00
Station 24+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
07 SLR08070625 08/14/2006 7 1 04720 28.18 3720 E-columnar
07 SLR08070626 09/05/2006 29 133700 28.18 4740 E-columnar
07 SLR08070627 09/05/2006 29 135180 28.18 4800 C-cone/shear
07 SLR08070628 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
* Non-Compliant: Contractor Notified
**REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised
to remove maximum temperature.
**REVISED REPORT 9/18/2006** Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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 7 of7
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.: 687-5192-111
Report Date: 09/19/2006
** REVISED REPORT **
(SEE COMMENTS BELOW)
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
08/08/2006
Brent Talcott
Clear/Light Breeze
Tiseo/246SM
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A
1.5 in
940 F
Paving:
Time Batched: 09:06
Air Content: 5.6 %
Ambient Temperature: 840 F
Eastbound Sandy Lake Rd, from Sta. 25+00 to Sta. 37+00
Time Sampled: 09:30
Unit Weight: N/A
Yardage (c.y.): 29 of 800
Sta.26+12
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR08080601 08/15/2006 7 96900 28.18 3440 B-cone/split
01 SLR08080602 09/05/2006 28 123260 28.18 4370 E-columnar
01 SLR08080603 09/05/2006 28 128860 28.18 4570 E-columnar
01 SLR08080604 Hold
28 day average 4470
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
**REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised
to remove maximum temperature.
**REVISED REPORT 9/18/2006** Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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 of6
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 Cop pel!
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-111
Report Date: 09/19/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
08/08/2006
Brent Talcott
Clear/Light Breeze
Tiseo/246SM
ASTM C231
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 10:12
3.5 in* Air Content: 5.7 %
960 F Ambient Temperature: 880 F
Paving: Eastbound Sandy Lake Rd, from Sta. 25+00 to Sta. 37+00
Time Sampled: 10:35
Unit Weight: N/A
Yardage (c.y.): 161 of 800
Sta.27+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
02 SLR08080605 08/15/2006 7 102240 28.18 3630 B-cone/split
02 SLR08080606 09/05/2006 28 126260 28.18 4480 E-columnar
02 SLR08080607 09/05/2006 28 125040 28.18 4440 E-columnar
02 SLR08080608 Hold
28 day average 4460
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
* Non-Compliant: Contractor Notified
**REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised
to remove maximum temperature.
**REVISED REPORT 9/18/2006** Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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 2 of 6
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 Coppel!
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-111
Report Date: 09/19/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
3 % min 6 % max
Test Data
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
08/08/2006
Brent Talcott
Clear/Light Breeze
Tiseo/246SM
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A Time Batched: 11 :30
1.5 in Air Content: 5.5 %
990 F Ambient Temperature: 920 F
Paving: Eastbound Sandy Lake Rd, from Sta. 25+00 to Sta. 37+00
Time Sampled: 12:05
Unit Weight: N/A
Yardage (c.y.): 313 of 800
Sample Location:
Sta.29+50
Concrete Compression Test Results
Cylinder Age Max Load Area Stren~th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (psi Type
03 SLR08080609 08/15/2006 7 98180 28.18 3480 B-cone/split
03 SLR08080610 09/05/2006 28 123640 28.18 4390 E-columnar
03 SLR08080611 09/05/2006 28 120240 28.18 4270 E-columnar
03 SLR08080612 Hold
28 day average 4330
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
**REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised
to remove maximum temperature.
**REVISED REPORT 9/18/2006** Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
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 3 of6
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.: 687-5192-111
Report Date: 09/19/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
Test Data
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
08/08/2006
Brent Talcott
Clear/Light Breeze
Tiseo/246SM
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A
Time Batched: 12:33
Air Content: 5.5 %
Ambient Temperature: 950 F
Eastbound Sandy Lake Rd, from Sta. 25+00 to Sta. 37+00
Time Sampled: 13:15
Unit Weight: N/A
Yardage (c.y.): 454 of 300
2.5 in*
990 F
Paving:
Sample Location:
Sta.32+00
An asterisk (*) appears next to field data which does NOT meet specifications.
Concrete Compression Test Results
Cylinder Age Max Load Area Strenth Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
04 SLR08080613 08/15/2006 7 103080 28.18 3660 C-cone/shear
04 SLR08080614 09/05/2006 28 130060 28.18 4610 E-columnar
04 SLR08080615 09/05/2006 28 128540 28.18 4560 E-columnar
04 SLR08080616 Hold
28 day average 4590
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
* Non-Compliant: Contractor Notified
**REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised
to remove maximum temperature.
**REVISED REPORT 9/18/2006** Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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 4 of6
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 Cop pel!
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-111
Report Date: 09/19/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
08/08/2006
Brent Talcott
Clear/Light Breeze
Tiseo/246SM
ASTM C231
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 13:50
1.5 in Air Content: 5.5 %
990 F Ambient Temperature: 960 F
Paving: Eastbound Sandy Lake Rd, from Sta. 25+00 to Sta. 37+00
Time Sampled: 14:10
Unit Weight: N/A
Yardage (c.y.): 606 of 800
Sta. 34+50
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
05 SLR08080617 08/15/2006 7 118660 28.18 4210 C-cone/shear
05 SLR08080618 09/05/2006 28 151100 28.18 5360 E-columnar
05 SLR08080619 09/05/2006 28 147480 28.18 5230 C-cone/shear
05 SLR08080620 Hold
28 day average 5300
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
**REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised
to remove maximum temperature.
**REVISED REPORT 9/18/2006** Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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 5 of6
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 -5192-111
Report Date: 09/19/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
08/08/2006
Brent Talcott
Clear/Light Breeze
Tiseo/246SM
ASTM C231
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 14:46
1.5 in Air Content: 5.4 %
990 F Ambient Temperature: 980 F
Paving: Eastbound Sandy Lake Rd, from Sta. 25+00 to Sta. 37+00
Time Sampled: 15:15
Unit Weight: N/A
Yardage (c.y.): 768 of 800
Sta. 36+50
Concrete Compression Test Results
Cylinder Age Max Load Area Strenijth Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
06 SLR08080621 08/15/2006 7 115800 28.18 4110 E-columnar
06 SLR08080622 09/05/2006 28 148340 28.18 5260 E-columnar
06 SLR08080623 09/05/2006 28 145880 28.18 5180 E-columnar
06 SLR08080624 Hold
28 day average 5220
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
**REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised
to remove maximum temperature.
**REVISED REPORT 9/18/2006** Slump specification changed from 1.5" Max to 2" Max
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidenVCMT 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 Page60f6