ST0501-LR120402 APR-04-2012 05:51 P.01 /08
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Texas CMT, Inca
Construction Materials Testing Post -It® Fax Note 7671 Date page
and Environmental Consulting To t....-R jj D y DA v is From 7 - t2xas e m /
Co./Dept j ` N ` I 5 p ( C rog/ , Co. &C�,,c `0 S Z.1 /1;4,46 10044 Monroe Drive • Dallas, Texas 75229 • (214) -' Phone # 6172-304- 4 -
Phone # ' 4, 352. ,c7 S7
Fax# 9-7 ..._ 3j04_ 3 576 Fax # 14-35-Z
OF CONCRETE MIX OBSERVATION
Report Date: April 2, 2012 Date Concrete Placed: February 28, 2012 Standard 6 "x12" Cylinders
Client: City of Coppell Cylinder Cross - sectional Area: 28.27 Square Inches
Project: Deforest Road Reconstructi Concrete Report No.: 3
Contractor: Texas Inlets Inc. Project No.: ST- 056 -01
Concrete Supplier and Plant: TXI / 141
Location of Placement: Inlet Walls & Bottom, S. Side of Deforest Road at Castle Creek Drive
MATERIALS Source / SSD Batch Wts OBSERVATION DATA
Description (Lbs /CuYd)
Mix Number: 8274 Time Sample Batched: 1:29 PM
Cement: 6 Sk. Time Sampled: 2:10 PM
Fly Ash: Sample Location: Inlets @ Sta. 4 +21.6 & 2 +71.6
Truck / Ticket No: 8062 / 1327809
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: Ambient Range: 74 °F
Fine Aggregate: Concrete Range: 74 °F
Admixtures: Slump Range (inches): 1.5
Weather Conditions: Cloudy
1 Time Started: 1:00 PM
2 Time Completed: 4:00 PM
Added Water: 0 Gallon 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. /Sq.In.)
DFR 9 7 3/6/12 141,360 5,000
DFR 10 28 3/27/12 172440+ 1,. .
DFR 11 1.5 28 3/27/12 172,680 ., ••
DFR 12 H Hold
Test Methods Utilized Fracture Regular RG
ASTM C -31, C -39, C -143 (Unless Noted Otherwise) " ers Made�y:
Remarks and/or Distribution: 41
cc: Mr. Larry Davis - City of Coppell, Phone: 972 - 304-3684; 9 -30 57
Mr. George Marshall - City of Coppell, Phone: 972 -304 -3 . . r mail: gMarshall @coppelltx.gov
Mr. Dan DeGroot - Burgess & Niple, Inc., Phone: 972-64) ;5 ' is E -mail: Dan.DeGroot @B t - sNiple.com
Mr. Robert Caudill - Tiseo Paving Company, Phone: 972- , , 23; via E- il: rC d' .. • • • 'a g.com
Mr. Bobby Bounds - California Construction, Phone: 972 - 670 -0368; via E- i 1 �1 1 ,nTex.com
(agd
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.
APR -04 -2012 05:51 P.02 /08
c
AVT
Texs 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: April 2, 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: TXI / 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: Inlet @ S.E. Corner of Allen Road
1" CS and Deforest Road
Coarse Aggregate: Truck / Ticket No: 8041 / 1328731
Intermediate Aggregate: . Temperature:
Fine Aggregate: Ambient Range: 78 °F
Admixtures: Concrete Range: 76 °F
Slump Range (inches): 1.75
I 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 Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs. /Sq.In.)
DFR 13 7 3/7/12 144,780 5,120
DFR 14 28 3/28/12 169220+ 5,990+
1.75
_DFR 15 28 3/28/12 167420+ 5,920+
DFR 16 H Hold
Test Methods Utilized Fracture Regular
ASTM C -31, C -39, C -143 (Unless Noted Otherwise) Cylinders Made By: 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 @CalConTex.com
Texas CMT, Inc. TBPE Firm: F -4521 Reviewed by: )2,/dczle--<---
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.
APR -04 -2012 05:52 P.03 /08
/ C .
AVT
`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: April 2, 2012 Date Concrete Placed: March 1, 2012 Standard 6 "x12" Cylinders
Client: City of Coppell Cylinder Cross - sectional Area: 28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 5
Contractor: Texas Inlets Inc. `...... Project No.: ST- 056 -01
Concrete Supplier and Plant: TXI / 141
Location of Placement: Alley Inlet Bottom & Walls
MATERIALS Source / SSD Batch Wts OBSERVATION DATA
Description (Lbs /CuYd)
Mix Number: 8274 Time Sample Batched: 1:31 PM
Cement: 6 Sk. Time Sampled: 2:25 PM
Fly Ash: Sample Location: Inlet @ Sta. 24 +36.4
Truck / Ticket No: 7012 / 1329869
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: Ambient Range: 78°F
Fine Aggregate: Concrete Range: 76 °F
Admixtures: Slump Range (inches): 1.5
Weather Conditions: Cloudy ..
1 Time Started: 1:00 PM
2 Time Completed: 3:45 PM
Added Water: 10 Gallon Sample Air Content ( %): 4.5
Total Cubic Yards Placed: 10
Required Strength (Lbs. /sq.in.): 4,000
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs. /Sq.In.) '
DFR 17 7 3/8/12 137,760 4,870
DFR 18 1.5 28 3/29/12 157,160 5,560
DFR 19 28 3/29/12 153,120 5,420
DFR 20 H Hold
Test Methods Utilized Fracture Regular
ASTM C -31, C -39, C -143 (Unless Noted Otherwise) Cylinders Made By: 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 @CalConTex.com
Texas CMT, Inc. TBPE Firm: F -4521 Reviewed by: t1
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.
APR - 04 -2012 05:52 P.04 /08
/ c
Texas CMT, Inc.
AtiVik,
Construction Materials Testing GEE Consultanls, 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: April 2, 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: TX' / 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. /Sq.ln.) '
DFR 21 7 3/9/12 139,800 4,950
DFR 22 28 3/30/12 153,780 5,440
DFR23 325 28 3/30/12 150,700 5,330
DFR 24 H Hold _
Test Methods Utilized Fracture Regular
ASTM C - 31, C - 39, C - 143 Cylinders Made By: RG
(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. Bobby Bounds - California Construction, Phone: 972- 670 -0368; via E -mail: Bobby @CalConTex.com
Texas Inc. TBPE Firm: F -4521 Reviewed b
Te CMT, I y
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.
APR -04 -2012 05:52 P.05 /08
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: - April 2, 2012 Date Concrete Placed: March 5, 2012 Standard 6 "xl2" 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 PM
Fly Ash: Sample Location: Junction fax
Truck / Ticket No: 8030 / 1331995
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 Age Date Total Load Compressive Strength Remarks •
Number Slump (in.) (Days) Tested (Lbs.) (Lbs. /Sq.In.)
DFR 25 7 3/12/12 136,960 4,840
DFR 26 2.5 28 4/2/12 156,560 5,540
DFR27 28 4/2/12 153,500 5,430
DFR 28 H Hold
Test Methods Utilized Fracture Regular
ASTM C -31, C - 39, C -143 (Unless Noted Otherwise) Cylinders Made By: 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 @CalConTex.com ,
nak ,.......„... „--
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.