ST0501-LR120313 (2) MAR -13 -2012 19:41 P.07
A
Texs CMT, Inc.
Construction Materials Testing GEE Consultants Ine 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: March 13, 2012 Date Concrete Placed: February 29, 2012 Standard 6 "x12" Cylinders
Client: City of Coppell Cylinder Cross - sectional Area: 28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 4
Contractor: Texas Inlets Inc. Project No.: ST- 056 -01
Concrete Supplier and Plant: TX' / 141
Location of Placement: Inlet Walls & Bottom, Sta. 22 +23.7, 0 +90.6, 26 +17.3
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs /CuYd)
Mix Number: 8274 Time Sample Batched: 1 :36 PM
Cement: 6 Sacks Time Sampled: 2:20 PM
Fly Ash: Sample Location: Imill. Inlet @ S.E. Corner of Allen Road
and Deforest Road
Coarse Aggregate: 1" CS Truck / Ticket No: 8041 / 1328731
Intermediate Aggregate: • Temperature:
Fine Aggregate: Ambient Range: 78 °F
Admixtures: Concrete Range: 76 °F
Slump Range (inches): 1.75
1 Weather Conditions: Clear
2 Time Started: 1:00 PM .
Added Water: 10 Gallons Time Completed: 4:00 PM
Sample Air Content ( %): 4.6
Total Cubic Yards Placed: 10
Required Strength (Lbs. /sq.in.): _ 4.000
Specimen Measured ge Date Total Load Compressive S . vi Remarks
Number Slump (in.) + ays) Tested (Lbs.) (Lb = .
DFR 13 7 3/7/12 144,780 5,120
DFR 14 28 3/28/12
DFR 15 1.75 28 3/28/12
DFR 16 H Hold
Test Methods Utilized Fracture. Regular
Cylinders Made By 41f ASTM C -31, C -39, C 143 (Unless Noted Otherwise) C 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: gMar i all' 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. Bobby Bounds - California Construction, Phone: 972 - 670 -0368; via E -mail: Bobby @Ca1C nTex.co 3 tet 001
Al Texas CMT, Inc. TBPE Firm: F -4521 Reviewed by: 4/4--
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.
MAR -13 -2012 19:41 P.
c
AVT
Texas CMT, Inca
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: March 13, 2012 Date Concrete Placed: March 2, 2012 Standard 6 "x12" Cylinders
Client: City of Coppell Cylinder Cross - sectional Area: 28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 6
Contractor: Texas Inlets Inc. Project No.: ST- 056 -01
Concrete Supplier and Plant: TXI / 141
Location of Placement: Alley Inlet Top
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs /CuYd)
Mix Number: 8274 Time Sample Batched: 1:32 PM
Cement: 6 Sacks Time Sampled: 2:10 PM
Fly Ash: Sample Location: Inlet Top @ Sta. 24 +36.4
Truck / Ticket No: 7065 / 1330859
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: Ambient Range: 67°F
Fine Aggregate: Concrete Range: 73 °F
Admixtures: Slump Range (inches): 3.25 •
Weather Conditions: Clear
1 Admix / AEA Time Started: 12:45 PM
2 - Time Completed: 3:15 PM
Added Water: 25 Gallons Sample Air Content ( %): 4.2
Total Cubic Yards Placed: 5.5
Required Strength (Lbs. /sq.in.): 4,000
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs. /S.. • '
DER 21 7 3/9/12 139,800 ',• 0
DFR22 28 3/30/12
DFR 23 3.25 28 3/30/12 � 3/ilill
DFR 24 H Hold ee
Test Methods Utilized Fracture Regular /' fsMadeBy.
ASTM C -31, C -39, C -143 (Unless Noted Otherwise) RG
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. Bobby Bounds - California Construction, Phone: 972 - 670 -0368; via E -mail: Bobby @Ca1ConTex.com
451/910-ert
0 -- 2 ,p) A . L _____
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.
MAR -13 -2012 19:42 P.10
c
AVA
Texas CMT, Inc
Construction Materials Testing GEE COflSU , 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: March 13, 2012 Date Concrete Placed: March 5, 2012 Standard 6 "x12" Cylinders
Client: City of Coppell Cylinder Cross - sectional Area: 28.27 Square Inches
Project. Deforest Road Reconstruction Concrete Report No.: 7
Contractor: Texas Inlets Inc. • Project No.: ST -056 -01
Concrete Supplier and Plant: TXI / 142
Location of Placement: Inlets @ Sta. 25 +80.5, 28 +54.14, 30 +62.5, 25 +18.3
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs /CuYd)
Mix Number: 8274 Time Sample Batched: 1:19 PM
Cement: 6 Sacks Time Sampled: 2:10 ',,
Fly Ash: Sample Location: unction Box
Truck / Ticket No: ' ' -
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: • Ambient Range: 75 °F
Fine Aggregate: Concrete Range: 74 °F
Admixtures: Slump Range (inches): 2.5 •
Weather Conditions: Clear
1 Admix / AEA Time Started: 1:00 PM
2 Time Completed: 3:45 PM .
Added Water: 8 Gallons Sample Air Content (%): 4.2
Total Cubic Yards Placed: 6
Required Strength (Lbs. /sq.in.): 4,000
Specimen Measured Al Date Total Load Compressive Strength Remarks
Number Slump (in.) Tested (Lbs.) bs. /S..
DFR 25 3/12/12 136,960 4,840
DFR26 2 5 4/2/12
DFR27 28 4/2/12
DFR 28 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 -3 . 'a E -mail: gMarshall @coppelltx.gov
Mr. Dan DeGroot - Burgess & Niple, Inc., Phone: 97 , . - .- via E -mail: Dan.DeGroot @BurgessNiple.com
Mr. Robert Caudill - Tiseo Paving Company, Ph. • / 4 723; via E -mail: rCaudill @TiseoPaving.com
Mr. Bobby Bounds - California Construction, ' of 9 -. �I -0368; via E -mail: Bobby@ alConT .com . ide eiv 3 iy ee I-1--
Texas CMT, Inc. TBPE Firm: F -4521 Reviewed by: ( 0--- , elif
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.10