ST0501-LR121218 DEC-17-2012 23:59 P.02/03
/ A
Texas CMT, 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: December 18, 2012 Date Concrete Placed: November 19, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 134
Contractor: Iowa Bridge and Culvert Project No.:211-0125
Concrete Supplier and Plant: LMC /952 City of Coppell Project No.: ST-05-0I
Location of Placement: C41 I Wall, S. Side, from Sta. 16+60 to 17+30
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701 Time Sample Batched: I:29 PM
Cement: Time Sampled: 2:35 PM •
Fly Ash: Sample Location: Sta. 16+95, Bottom Half
Truck/Ticket No: 9142/62940488
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 72°F
Fine Aggregate: Concrete Range: 74°F
Admixtures: Slump Range(inches): 5.75
Weather Conditions: Partly Cloudy
1 . Time Started: 1:00 PM
2 Time Completed: 4:00 PM
Added Water: 20 Gallons Sample Air Content(%): 4.0
Total Cubic Yards Placed: 9
Required Strength(Lbs./sq.in.): 3,600
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) •
DFR 535 2 11/21/12 72,520 2,570
DFR 536 7 11/26/12 104,300 3,6'•
•
DFR 537 5.75 28 12/17/12 144,980 1
DFR 538 28 12/17/12 144,540 •
DFR 539 H Hold
Test Methods Utilized Fracture Regular Cyh1►ders Made By: RG
ASTM C-3I, 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. Dan DeGroot- Burgess & Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com
Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill @TiseoPaving.com
Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: bamobas @yahoo.com
Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @CalConTex.com
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Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: -r2Leje-
An 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. Ow 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.
DEC-17-2012 23:59 P.03/03
, / A
Alm
Texas I \ ! T, Inc
Construction Materials Testing GEE ConSUItaflts, 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: December 18, 2012 Date Concrete Placed: November 21, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 135
Contractor: Iowa Bridge and Culvert Project No.:211-0125
Concrete Supplier and Plant: LMC City of Coppell Project No.:ST-05-01
Location of Placement: C411 Wall, Approximately from Sta. 16+60 to 16+05
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: Time Sample Batched:
Cement: Time Sampled: •
Fl Ash: Sample Location:
} Truck/Ticket No:
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: °F
Fine Aggregate: Concrete Range: °F
Admixtures: Slump Range(inches):
Weather Conditions:
1 Time Started: 10:00 AM
2 Time Completed: 1:30 PM
Added Water: Sample Air Content(%):
Total Cubic Yards Placed:
Required Strength(Lbs./sq.in.): 3,600
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR 540 7 11/28/12 85,880 3,040
DFR 541 28 12/19/12 118,820 4,21:
DFR 542 (...2.3/- 12/19/12 115,300 -r tI:i
DFR 543 H Hold
Test Methods Utilized Fracture'Regular
ASTM C-31,C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: Iowa Bridges & Culvert
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. Dan DeGroot-Burgess&Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com
Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill@TiseoPaving.com
Mr. Walter Mitchell -Tiseo Paving Company, via E-mail: bamobas @yahoo.com
Mr. Bobby Bounds- California Construction, Phone: 972-670-0368; via E-mail: Bobby @CalConTex.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: aa
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 ow 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.03