ST0501-LR121228 DEC-31-2012 02:28 P.01
AL
Texas C :\ T, Inc.
AVA
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Construction Materials Testing Post-it®Fax Note 7671 Date #of
and Environmental Consulting To /�gy,pp,pp }�/n� j!r (pages∎
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Co./Dept.CN& �/v SP• co.�EE c,,,°-nstJ- D.4445'
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-
Phone# q C 3 o .3/(yam Phone#2 C4,3Sz_0�G}y^s '
Fax#1/z 3c 4-38 10 Fax#z(4-;ca- /' l7z
REPORT OF CONCRETE MIX OBSERVATION �f (�
Report Date: December 28, 2012 Date Concrete Placed: November 27, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
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Project: Deforest Road Reconstruction Concrete Report No.: 136
Contractor: Iowa Bridge and Culvert Project No.:211-0125
Concrete Supplier and Plant: LMC/952 City of Coppcll Project No.: ST-05-01
Location of Placement: C411 Wall, from z Sta. 16+05 to 15+40, S. Side
MATERIALS Source I SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701 Time Sample Batched: 1:29 PM
Cement: Time Sampled: 2:27 PM
Fly Ash: Sample Location: Sta. 15+75
Truck/Ticket No: 5005/62940714
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 54°F
Fine Aggregate: Concrete Range: 70°F •
Admixtures: Slump Range(inches): 5.5
1 . Weather Conditions: Clear• Time Started: 1:00 PM
2 Time Completed: 4:00 PM
Added Water: 9 Gallons Sample Air Content(%): 4.3
Total Cubic Yards Placed: 9.
Required Strength(Lbs./sq.in.): 3,600 / '
II
Specimen Measured Age Date Total Load Compressive Strength
Re ,±rks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR544 3 11/30/12 81,180 2,870
•
DFR 545 7 12/4/12 101,580 3,590
DFR 546 5.5 27 12/24/12 130,260 4,610
• DFR 547 27 12/24/12 125,780 ',450
DFR 548 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: RG
ASTM C-31, C-39, C-143 (Unless Noted Otherwise) � '
Remarks and/or Distribution:
1\e 1
cc: Mr. Larry Davis - Ci 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: barnobas @yahoo.com
Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @CalCo om •
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: :c ----
Ail letters and reports are for the exclusive use of the chest 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.
DEC-31-2012 02:28 P.02
A
AVAtik
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: December 28, 2012 Date Concrete Placed: November 29, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Incites
Project: Deforest Road Reconstruction Concrete Report No.: 137
Contractor: Iowa Bridge and Culvert Project No.:211-0125
Concrete Supplier and Plant: LMC /PA952 City of Coppell Project No.: ST-05-O 1
Location of Placement: C411 Wall, from ^ Sta. 15+40 to 15+00, S. Side
MATERIALS Source ; SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701 Time Sample Batched: 1:35 PM
Cement: Time Sampled: 2:20 PM
Fly Ash: Sample Location: Sta. 15+15
Coarse A Truck/Ticket No: 5022/62940808
ggregate: Temperature:
Intermediate Aggregate: Ambient Range: 68°F
Fine Aggregate: Concrete Range: 73°F
Admixtures: Slump Range (inches): 4.0
1 'Weather Conditions: Clear
Time Started: 1:00 PM
2 Time Completed: 3:30 PM •
Added Water: 6 Gallons Sample Air Content(%): 4.2
Total Cubic Yards Placed: 6
Required Strength(Lbs./sq.in.): 4,000
Specimen Measured Age Date Total Load Compressive Strength . .
Number Slump(in.) Remarks
p( ) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR 549 4 12/3/12 99,280 3,510 i
DFR 550 7 12/6/12 109,300 3,870 k-
DFR DFR 551 4.0 28 12/27/12 137,520 4,860
DFR 552 28 12/27/12 135,640 4,.1 0 r 553 H Hold
Test Methods Utilized Fracture Regular
ASTM C-3I, C-39, C-143 (Unless Noted Otherwise) Cylinders dl� i
Remarks and/or Distribution: V •
3 a.E
cc: Mr. Larry Davis - City of/131a.
oppe , Phone: 972- 04-3684; via 94F •X994.-3570
Mr. George Marshall - City of Coppell, Phone: 972-304 , via E-mail: gMarshall @coppelltx.gov
Mr. Dan DeGroot- Burgess &Niple, Inc., Pho •59'12 620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com
Mr. Robert Caudill - Tiseo Paving Comp , one: 972-289-0723; via E-mail: rCaudill@TiseoPaving.com
Mr. Walter Mitchell - Tiseo Pavin C pany, via E-mail: barnobas @yahoo.com
Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @Ca1Co x.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: filer_e_____
All letters and reports are for the exclusive use of the client to whom they are addressed and shall nor 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.02