DR1201-LR131008 OCT-18-2013 05:01 P.10
A
. A,,,TA Texas C \ 1 T, Inc.
Construction Materials Testing GEE Consultants, Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: October 14, 2013 Date Concrete Placed: October 1,2013 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas - Concrete Report No.: 15
Contractor: The Fain Group Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/P259
Location of Placement: Eastbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L1I504* Time Sample Batched: 7:04 AM
Cement: Time Sampled: 7:47 AM
Fly Ash: Sample Location: Sta. 0+90
Truck/Ticket No: 1269/25735854
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: s 68°F
Fine Aggregate: Concrete Range: 83°F
Admixtures: Slump Range(inches): 1.75. ..
Weather Conditions: Clear •
1 NR Time Started: 6:00 AM .
2 Air Time Completed: 1:45 PM •
Added Water: 10 Gallons Sample Air Content(%): 1.5**
Total Cubic Yards Placed: 30
Required Strength(Lbs./sq.in.): 4,000
•
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
CV 53 7 10/8/13 135,880 4,810
CV 54 28 10/29/13
CV 55 1.75 28 10/29/13
CV 56 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: MR
ASTM C-31,C-39, C-143 (Unless Noted Otherwise)
Remarks and/or Distribution:
* Mix No. 10L11524 was used on September 24,2013 for the westbound lane.
** SYB foreman was informed of air content.
cc: Mr. Larry Davis -City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. George Marshall- City of Coppell,Phone: 972-304-3562;via E-mail: gMarshall @coppelltx.gov
Mr. Rod Lacy-The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
: n'Le4(— -
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by:
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
OCT-18-2013 05:02 P.12
A
AVA ,
.
Construction Materials Testirtg GEE Consultants Inc.and Environmental Consulting •
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: October 14, 2013 Date Concrete Placed: October 1, 2013 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 17
Contractor: The Fain Group Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/P259
Location of Placement: Eastbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: I0L11504* Time Sample Batched: 9:11 AM
Cement: Time Sampled: 9:53 AM
Fly Ash: Sample Location: Sta. 2+55
Truck/Ticket No: 1237/25736003
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: . 78°F
Fine Aggregate: Concrete Range: 86°F
Admixtures: Slump Range(inches): 1.5
Weather Conditions: Partly Cloudy .
1 NR Time Started: 6:00 AM
2 Air • Time Completed: 1:45 PM
Added Water: Sample Air Content(%): 2.4**
Total Cubic Yards Placed: 130
Required Strength(Lbs./sq.in.): 4,000 •
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
CV 59 7 10/8/13 137,280 4,860
CV 60 1.5 28 10/29/13
CV 61 28 10/29/13 •
CV 62 H Hold
Test Methods Utilized Fracture Regular
ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: MR
Remarks and/or Distribution:
* Mix No. 10L11524 was used on September 24, 2013 for the westbound lane.
** Brian of The Fain Group was texted the air test result. SYB foreman was verbally informed on site of air content. Additional
air test was performed on Truck No. 1286 (180 cu.yd. Load) and the result was found to be 2.8%.
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. George Marshall- City of Coppell,Phone: 972-304-3562;via E-mail: gMarshall@coppelltx.gov
Mr. Rod Lacy-The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
Texas CMT, Inc. TBPE Firm: F-4521 • Reviewed by:
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
OCT-18-2013 05:02 P.14
•
A.
Alrik
Texas C,\• ' Fr9 Inc.
Construction Materials Testing GEE Consultants Inc
and Environmental Consulting f •
10044"Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: October 14, 2013 Date Concrete Placed: October 1, 2013 Standard 6"x12"Cylinders
Client: City of Coppell • Cylinder Cross-sectional Area:28.27 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 19
Contractor: The Fain Group Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/P259
Location of Placement: Eastbound Lane .
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1.0L11504* Time Sample Batched: 11:28 AM
Cement: Time Sampled: 12:10 PM
Fly Ash: Sample Location: Sta. 4+20
Truck/Ticket No: 1235/25736176
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: . 86°F
Fine Aggregate: Concrete Range: 87°F
Admixtures: Slump Range(inches): 2.0
Weather Conditions: Clear
1 NR Time Started: 6:00 AM
2 Air • Time Completed: 1:45 PM
Added Water: • Sample Air Content(%): 3.5
Total Cubic Yards Placed: 230
Required Strength(Lbs./sq.in.): 4,000 '
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
CV 65 7 10/8/13 145,360 5,140
CV 66 2.0 28 10/29/13
CV 67 28 10/29/13 •
CV 68 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: MR
ASTM C-31,C-39, C-143 (Unless Noted Otherwise)
Remarks and/or Distribution:
* Mix No. 10L11524 was used on September 24, 2013 for the westbound lane.
** Brian of The Fain Group was verbally informed on site of air test result.
cc: Mr. Larry Davis -City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. George Marshall- City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov
Mr. Rod Lacy-The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
Texas CMT Inc. TBPE Firm: F-4521 Reviewed b : I,...1;"
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantifies of apparently identical or similar products.
TOTAL P.14