DR1201-LR131007 OCT-18-2013 . 05:02 P.13
A
Tex s C `� T, Inc
AVA
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: The Fain Group Cylinder Cross-sectional Area:28.27 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 18
•
Contractor: The Fain Group Project No.:213-0135
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: 10L11504* 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 63 3 r 10/4/13 121,580 4,300
CV 64 2.0 6 10/7/13 141,790 5,020
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 by: .`// ' �1,4'`- �..:.....
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.11
A
Texas CMT, 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: The Fain Group • Cylinder Cross-sectional Area:2827 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 16
contractor: The Fain Group Project No.:213-0135
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: 10L11504* 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: • Sartlple Air Content(%): 2.4**
Total Cubic Yards Placed: 130
Required Strength(Lbs./sq.in.): 4,000 •
Specimen Measured Age Date Total Load Compressive Strength Remar
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
CV 57 3 10/4/13 126,940 4,490 a cylinders were m e per
CV 58 6 10/7/13 135,160 4,780 equest of Brian of The Fain
1.5 roue.
Test Methods Utilized Fracture Regular Cylinders Made By: MR _...-- ........."0//
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 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: / = K ..
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 05:01 P.09
A
Texas CMT, Inc.
AYA
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: The Fain Group Cylinder Cross-sectional Area:28.27 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 14
Contractor: The Fain Group Project No.:213-0135
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: 10L11504* Time Sample Batched: 7:04 AM
Cement: Time Sampled: 7:47 AM
Sample Location: Sta. 0+90
Fly Ash: Truck/Ticket No: 1269/25735854
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: • 68°F
Fine Aggregate: Concrete Range: 83°F
Slump Range(inches): 1.75. . ..
Admixtures: 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 51 3 10/4/13 129,400 4,580 xt . ylinders were made p r
CV 52 6 10/7/13 134,260 4,750 req st of Brian of The Fai
1.75 Grs^ p. .
f +.
Test Methods Utilized Fracture Regular Cylinders Made By: '
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
Texas CMT, Inc.
TBPE Firm: F-4521 Reviewed by:
aigice_____----..
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 osf our amen 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
OCT-18-2013 05:00 P.07
A •
Texas CMT, 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: September 9, 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.: 09
Contractor: ARK Contracting Services Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/ P259
Location of Placement: Row#7 18" Beam
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10111524 Time Sample Batched: 12:28 PM
Cement: Time Sampled: 1:15 PM
Sample Location: Row 7 Beam,0'-25'W. of E. End
Fly Ash: Truck/Ticket No: 1168/25723026
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: • 89°F
Concrete Range: 96°F
Fine Aggregate:
Slump Range(inches): 4.Q . .
Admixtures: Weather Conditions: Partly Cloudy
I Time Started: 12:15 PM .
2 Time Completed: 2:15 PM
Added Water: Sample Air Content(%): Not Tested
Total Cubic Yards Placed: 10 .
Required Strength(Lbs./sq.in.): 3,000
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
CV 33 7 9/16/13 101,820 3,600 Arrived on site at 12:45 PM
CV 34 28 10/7/13 110,440 3,910 to perform rebar re-
4.0 inspection.
CV 35 28 10/7/13 121,340 4,290
CV 36 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:
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
Mr. Ernie Fields- Walter P. Moore, Phone: 214-740-6251; via E-mail: efields @walterpmoore.com
Mr. Mark North- ARK Contracting, Phone: 817-478-7400;via E-mail:mnorth @arkcontractingservices.com
(.:Solt.,- eft__________
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by:
All
our prior written aspproval.the exclusive and use of the client to whom reports apply only to thesasample twested and/or bservedt and be are
not nec aniy indicative of the quantities of apparently identical or similar products.name must