ST0501-LR121130 DEC-04-2012 00:28 P.01
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Texas cM', 1Inc. t _ •
Construction Materials Testing ( Post..ir Fax Note 7671 Date pagoes►
and Environmental Consulting To C (g(JY n/1-i f c From c, ,.r.
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352. eo.�pt riN GI)Gi7'V=�SP, co.(r:i e��SSu. &wv 5
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Fax# l Zrl304-35--70-1 1 Fax#Z(4_357Z �f.7 t (L
REPORT OF CONCRETE MIX OBSERVATiuni
Report Date: November 30, 2012 Date Concrete Placed:
November 2,2012 'Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28127 Square Inches
Project: Deforest Road Reconstruction • Concrete Report No.: 119
Contractor: California Construction Project No.:211-0125
Concrete Supplier and Plant: Redi-Mix Concrete/P136 City of Coppell Project No.: ST-05-01
Location of Placement: N. Side Driveway Approach
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11504 Time Sample Batched: 1:24 PM
Cement: Time Sampled: 2:31 PM
Fly Ash: / Sample Location: Driveway at Sta. 29+03
Truck/Ticket No: 1184/25564172
Coarse Aggregate: Temperature:
Intermediate Aggregate: � Ambient Range: 84°F
Fine Aggregate: , k/ Concrete Range: 82°F
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Admixtures: lump Range(inchesions: ): 6.0 Clear AM ..
1 ' /9
(/ tme Started: 0
2 /// I Time_ a ed: 5:1 PM
Added Water: 0 Gallons ple Air Content(%): Not Tested
Total Cubic Yards Placed: 10
Required Strength(Lbs./sq.in.): 3,600 .
Specimen Measured Age Date Total Load Compressive Strength
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) Remarks •
DFR473 7 11/9/12 102,600 3,630
DFR474 60 28 11/30/12 130,600 4,620 `•,^..1---
DFR 475 28 11/30/12 124,060
DFR 476 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:
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: barnobas @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 Finn: F-4521 Reviewed by: na
All 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-04-2012 00:28 P.02
• A
lc Texas CMT, Inc.
, .Vii►
Construction Materials Testing GEE Consultants Inc
and Environmental Consulting 1
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 30, 2012 Date Concrete Placed: November 2,2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28i27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 120
Contractor: California Construction Project No.:211-0125
Concrete Supplier and Plant: Redi-Mix Concrete/P136 City of Coppell Project No.: ST-05-01
Location of Placement: Barrier Free Ramps at Castle Creek Drive
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10.111504 Time Sample Batched: 2:24 PM
Cement: Time Sampled: 3:35 PM
Fly Ash: Sample Location: BFR at N.E.C. of Castle Creek&
Deforest
Coarse Aggregate: Truck/Ticket No: I286/25564239
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 86°F
Admixtures: Concrete Range: 84°F
I Slump Range.(inches): 6.5
Weather Conditions: Clear
2 Time Started: 11:30 AM
Added Water: 5 Gallons Time Completed: 5:15 PM
Sample Air Content(%): Not Tested
Total Cubic Yards Placed: 20 .
Required Strength(Lbs./sq.in.): 3,000
Specimen Measured Age Date Total Load Compressive Strength Remarks
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Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR477 8 11/10/12 80,800 eg .
DFR 478 6 0 28 11/30/12 87,680 0
Tes t Methods Utilized Fracture.Regular Cylinders Made By: RG
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. 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 @CalConTex.com
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Texas CMT, Inc. TBPE Firm: F-4521 ' Reviewed by: 2
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 Use sample tested andior observed and are not necessarily indicative of the quantities of apparently identical or similar products.