DR1201-LR131002 OCT-14-2013 02:34 P.02
A .
Texas CMT, Inc.
AYtt
t 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 2, 2013 Date Concrete Placed: September 24, 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.: 10
Contractor: The Fain Group Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/P259 • ,
Location of Placement: Westbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11524 Time Sample Batched: 6:34 AM
Cement: Time Sampled: 7:37 AM
. Fly Ash: Sample Location: Sta. 4+80
Truck/Ticket No: 1238/2573 1205
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 65°F
Fine Aggregate: Concrete Range: 86°F
Admixtures: Slump Range(inches): 1.5 .
Weather Conditions: Clear
1 NR ,Time Started: 6:00 AM
2 Air Time Completed: 2:15 PM
Added Water: 10 Gallons Sample Air Content(%): . 2.5 •
Total Cubic Yards Placed: 20 .
Required Strength(Lbs./sq.in.): 4,000
Specimen Measured Age Date Total Load Compressive gth
Remarks
Number Slump(in.) (■ Tested (Lbs.) ( . . .) • •
CV 37 v 10/1/13 144,300 5,10
CV 38 1.5 28 10/22/13
CV 39 28 10/22/13
CV 40 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:
* SYB concrete foreman was informed of air content 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
-,/ile_c_____---
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by:
All letters and reports axe 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-14-2013 02:34 P.03
A
Texas C ,`, 1 T, Inc.
ALTA
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 Dare: October 2., 2013 Date Concrete Placed: September 24, 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.: 11
Contractor: The Fain Group Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/ P 59 .
Location of Placement: Westbound Lane
MATERIALS Source/ SS Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11524 Time Sample Batched: 9:08 AM
Cement: Time Sampled: 10:02 AM
Fly Ash: Sample Location: Sta. 3+15
Truck/Ticket No: 1237/25731389
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: -. 78°F
Fine Aggregate: Concrete Range: 86°F
Admixtures: Slump Range(inches): 3.0.. . ,
Weather Conditions: Clear
1 NR , Started:. • 6:00 AM
2 Air Time Completed: 2:15 PM .
Added Water: 10 Gallons Sample Air Content(%): 5.0 .
Total Cubic Yards Placed:• 120 .
Required Strength(Lbs./sq.in.): 4,000 •
Specimen Measured Age Date Total Load Compressiv: -` ren y h Remarks
Number Slump(in.) (Da Tested (Lbs.) (La .' •.) ,
CV 41 10/1/13 117,460 4,150
CV 42 3.0 28 10/22/13
CV 43 28 10/22/13
CV 44 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: MR
ASTM C-31,C-39,.0-143 (Unless Noted Otherwise)
Remarks and/or Distribution:
* SYB concrete foreman was informed of slump and air content test results.
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. T.BPE Firm: F-4521 b
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-14-2013 02:35 P.04
C
AW
Texas C,`, T, 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 2, 2013 Date Concrete Placed: September 24, 2013 Standard 6"xl2"Cylinders
Client: The Fain Group Cylinder Cross-sectional Area:28.27 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 12
Contractor: The Fain Group Project No.:213-0135
Concrete Supplier and Plant: Redi-Mix Concrete/P259 •
Location of Placement: Westbound Lane
MATERIALS Source/ S Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11524 Time Sample Batched: 11:36 AM
Cement: Time Sampled: 12:31 PM
Fly Ash: Sample Location: Sta. 1+40
Truck/Ticket No: 1257/25731575
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 93°F
Fine Aggregate: Concrete Range: 91°F
Admixtures: Slump Range(inches): 2.75- ' . .
Weather Conditions: Clear
1 NR •Time Started: 6:00 AM
2 Air • Time Completed: 2:15 PM •
Added Water. Sample Air Content(%): 4.0
Total Cubic Yards Placed: 220 •
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 45 3 9/27/13 111,020 3,93}. Extra cylinders were made per
CV 46 9/30/13 129,900 j;590 request of Brian of The Fain
2.75 Group. '
Test Methods Utilized Fracture Regular
ASTM C-31, C-39; C-I43 (Unless Noted Otherwise) Cylinders Made By: MR
Remarks and/or Distribution:
* Brian of The Fain Group was informed of cylinder break results via text messaging on September 27,2013 and September 30, 2013.
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
. r)2j/v/Ae.._____.
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.
TOTAL P.04