CF-Justice Center-LR061013
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:
Harrison, Walker, & Harper
Police and Fire Renovation
City of Coppel!
Report Distribution: (1) Harrison, Walker, & Harper
(1) City of Coppell
(1) Brinkley Sargent Architects
(1) Structural Engenuity
(1) Teague, Nail, & Perkins
(1) City of CoppelJ
CMJ Report No.: 875-6111-036
Report Date: 10/13/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
4000 psi @ 28 Days
3 in min 5 in max
4 % min 6 % max
550 F min 950 F max
n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
1 0/04/2006
Richard Jones
Clear/Light Wind
Redi Mixl728
ASTM C231
Specifications
Ticket Number: 177223 Time Batched: 10:50
Slump: 5in Air Content: 4.3%
Concrete Temperature: 860 F Ambient Temperature: 890 F
Placement Location: Paving: Entire Parking Addition
Time Sampled: 11 :30
Unit Weight: N/A
Yardage (c.y.): 20 of 250
Sample Location:
20' West, 10' North from Southeast Corner of Pavement
Concrete Compression Test Results
Set # Cylinder Age Max Load Area
# Test Date (days) (Ibs. force) (sq.in.)
01 CPF10040601 10/11/2006 7 89340 27.99
01 CPF10040602 11/01/2006 28
01 CPF10040603 11/01/2006 28
01 CPF10040604 Hold
Stren,gth
(pSI)
3190
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.
10 Gallons of Water Added On-Site, approved by: Dan Young
CMJ Engineering, In
LIMITATIONS: The test results presented in this report apply only to the specific samples, ite , 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 pr. duced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written en nt of our client and CMJ Engineering, Inc.
01 Page I of 4
Concrete Compression Test Report
eM J ENGINEERING, INe.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
Harrison, Walker, & Harper
Police and Fire Renovation
City of Coppel!
Report Distribution: (1) Harrison, Walker, & Harper
(1) City of Coppell
(1) Brinkley Sargent Architects
(1) Structural Engenuity
(1) Teague, Nail, & Perkins
(1) City of Coppell
CMJ Report No.: 875-6111-036
Report Date: 10/13/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
4000 psi @ 28 Days
3 in min 5 in max
Test Data
4 % min 6 % max
550 F min 950 F max
n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
1 0/04/2006
Richard Jones
Clear/Light Wind
Redi Mixl728
ASTM C231
Ticket Number: 177235 Time Batched: 11:50
Slump: 5in Air Content: 4.2%
Concrete Temperature: 920 F Ambient Temperature: 90' F
Placement Location: Paving: Entire Parking Addition
Time Sampled: 12:40
Unit Weight: N/A
Yardage (c.y.): 110 of 250
Sample Location:
50' North, 5' West from Southeast Comer
Concrete Compression Test Results
Set # Cylinder Age Max Load Area
# Test Date (days) (Ibs. force) (sq.in.)
02 CPF10040605 10/11/2006 7 96060 27.99
02 CPF10040606 11/01/2006 28
02 CPF10040607 11/01/2006 28
02 CPF10040608 Hold
Stren,gth
(pSI)
3430
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.
10 Gallons of Water Added On-Site, approved by: Dan Young
CMJ Engineering, Inc
R. Carl Lee, S.E. .
Vice President/CMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and a as described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced lely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of out client and CMJ Engineering, Inc.
01 Page 2 of 4
Concrete Compression Test Report
eM J ENGINEERING, INe.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
Harrison, Walker, & Harper
Police and Fire Renovation
City of Coppel!
Report Distribution: (1) Harrison, Walker, & Harper
(1) City of Coppell
(1) Brinkley Sargent Architects
(1) Structural Engenuity
(1) Teague, Nail, & Perkins
(1) City of Coppell
CMJ Report No.: 875-6111-036
Report Date: 10/13/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
4000 psi @ 28 Days
3 in min 5 in max
4 % min 6 % max
Test Data
550 F min 950 F max
n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/04/2006
Richard Jones
Clear/Light Wind
Redi Mixl728
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
177249
4.75 in
950 F
Paving:
Time Batched:
Air Content:
Ambient Temperature:
Entire Parking Addition
12:49
4.2%
930 F
Time Sampled: 13:45
Unit Weight: N/A
Yardage (c.y.): 210 of 250
Sample Location:
10' West, 60' South from Northeast Corner
Concrete Compression Test Results
Cylinder Age Max Load Area
Set # # Test Date (days) (Ibs. force) (sq.in.)
03 CPF10040609 10/11/2006 7 97120 27.99
03 CPF1 004061 0 11/01/2006 28
03 CPF10040611 11/01/2006 28
03 CPF10040612 Hold
Stren,gth
(pSI)
3470
Fracture
Type
C-cone/shear
No~al 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: Dan Young
CMJ Engineering, I c
LIMITATIONS: The test results presented in this report apply only to the specific sam les, i ms, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our repo a produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the writt n onsent of our client and CMJ Engineering, Inc.
01 Page 3 of 4
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:
Harrison, Walker, & Harper
Police and Fire Renovation
City of Cappel!
Report Distribution: (1) Harrison, Walker, & Harper
(1) City of Coppell
(1) Brinkley Sargent Architects
(1) Structural Engenuity
(1) Teague, Nail, & Perkins
(1) City of Coppell
CMJ Report No.: 875-6111-036
Report Date: 10/13/2006
n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
1 0/04/2006
Richard Jones
Clear/Light Wind
Redi Mixl728
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
4000 psi @ 28 Days
3 in min 5 in max
4 % min 6 % max
550 F min 950 F max
Ticket Number: 177263 Time Batched: 14:39
Slump: 5in Air Content: 4.3%
Concrete Temperature: 940 F Ambient Temperature: 930 F
Placement Location: Paving: Entire Parking Addition
Time Sampled: 15:10
Unit Weight: N/A
Yardage (c.y.): 310 of 330
Sample Location:
10' South, 5' East from Northwest Corner
Concrete Compression Test Results
Cylinder Age Max Load Area
Set # # Test Date (days) (Ibs. force) (sq.in.)
04 CPF10040613 10/11/2006 7 96000 27.99
04 CPF10040614 11/01/2006 28
04 CPF10040615 11/01/2006 28
04 CPF 1 0040616 Hold
Stren,gth
(pSI)
3430
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.
o Gallons of Water Added On-Site
LIMITATIONS: The test results presented in this report apply only to the specific sam es, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our repo s are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the wr' en consent of our client and CMJ Engineering, Inc.
01 Page 4 of 4