ST0501-LR121001 OCT-01-2012 04:36 P.06
A
AVA
Texas C �, 1 T, Inc.
Construction Materials Testing GEE Consultants,and Environmental Consulting Inc.
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: October 1, 2012 Date Concrete Placed: September 24, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 68
Contractor: California Construction Project No.:211-0125
Concrete Supplier and Plant: Redi-Mix Concrete/P259 City of Coppell Project No.: ST-05-01
Location of Placement: Stemwall - South Side of Deforest Road, Sta. 0+67 to 2+30
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11602 Time Sample Batched: 11:40 AM
Cement: Time Sampled: 12:40 PM
Fly Ash: Sample Location: Sta. 1+20
Truck/Ticket No: 6073/25538974
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 87°F
Fine Aggregate: Concrete Range: 85°F
Admixtures: Slump Range(inches): 7.0
Weather Conditions: Partly Cloudy
1
Time Started: 11:30 AM
2 Time Completed: 3:00 PM
Added Water: Sample Air Content(%): 3.6
Total Cubic Yards Placed: 10
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.) '
DFR269 7 10/1/12 126,760 4,480
DFR 270 28 10/22/12
7.0
DFR 271 28 10/22/12
DFR 272 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 @BurgessNipie.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
11) �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 pnor 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,
OCT-01-2012 04:37 P.07
C
A/Pr 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: October 1, 2012 Date Concrete Placed: September 26, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 69
Contractor: Tiseo Paving Company Project No.: 211-0125
Concrete Supplier and Plant: LMC / 95 City of Coppell Project No.: ST-05-01
Location of Placement: Street- Westbound Lane
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 8:15 AM
. Cement: Time Sampled: 8:47 AM
Fly Ash: Sample Location: Panel along MacArthur Boulevard
(Manually Placed)
Coarse Aggregate: • Truck/Ticket No: -/63070787
•
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 78°F
Admixtures: Concrete Range: 86°F
1 Slump Range(inches): 4.0
Weather Conditions: Clear
2 Time Started: 7:30 AM
Added Water: Time Completed: 3:30 PM
Sample Air Content(%): 4.7
Total Cubic Yards Placed: 10 .
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.)
DFR273 5 10/1/12 110,78020,
DFR 274 28 10/24/12
4.0
DFR 275 28 10/24/12
DFR 276 H Hold
Test Methods Utilized Fracture.Regular
ASTM C-31,C-39, C-143 (Unless Noted Otherwise) Cylinders Made By. MR
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: baniobas @yahoo.com
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.
OCT-01-2012 04:37 P.08
C
Texas CMT, I
AVA
Construction Materials Testing GEE Consultants, i
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: October 1, 2012 Date Concrete Placed: September 26, 2012 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square inches
Project: Deforest Road Reconstruction Concrete Report No.: 70
Contractor: Tiseo Paving Company Project No.:211-0125
Concrete Supplier and Plant: LMC /95 City of Coppell Project No.: ST-05-01
Location of Placement: Street- Westbound Lane
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 9:25 AM
Cement: Time Sampled: 9:52 AM
Fly Ash: Sample Location: 5'-20' W. of S.E. Corner of 602
Prestwick Ct. Residence
Coarse Aggregate: Truck/Ticket No: -/63070797
•
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 82°F
Admixtures: Concrete Range: 89°F
Slump Range(inches): 1.25 .
1
Weather Conditions: Clear
2 • Time Started: 7:30 AM
Added Water: Time Completed: 3:30 PM
Sample Air Content(%): 3.7
Total Cubic Yards Placed: 110 .
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.
DFR277 5 10/1/12 131,140 , 4;640
DFR 278 28 10/24/12
1.25
DFR 279 28 10/24/12
DFR 280 H Hold
Test Methods Utilized Fracture.Regular
ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: MR
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
a...144._____
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 CMI.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.
OCT-01-2012 04:37 P.09
A
1rTexas�
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: October 1, 2012 Date Concrete Placed: September 26, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 71
Contractor: Tiseo Paving Company Project No.:211-0125
Concrete Supplier and Plant: LMC /95 City of Coppell Project No.: ST-05-01
Location of Placement: Street- Westbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 10:52 AM
. Cement: Time Sampled: 11:17 AM
Fly Ash: Sample Location: Sta. 5+90 to 6+10
Truck/Ticket No: -/63070808
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 87°F
Fine Aggregate: Concrete Range: 89°F
Admixtures: Slump Range(inches): 1.0 •
Weather Conditions: Clear
1 Time Started: 7:30 AM
2 • Time Completed: 3:30 PM
Added Water: Sample Air Content(%): 4.0
Total Cubic Yards Placed: 220
Required Strength(Lbs./sq.in.): 3,600 .
r -
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs.JS9,.Ia.}\ •
DFR281 5 10/1/12 121,300 (-4,290
DFR 282 28 10/24/12 .
1.0
DFR 283 28 10/24/12
DFR 284 H Hold
Test Methods Utilized Fracture Regular
ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: MR
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 CoppeIl, 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
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 most 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.
OCT-01-2012 04:37 P.10
A
A-
Texas CMT, Inc.
Construction Materials Testing GEE Consultants,and Environmental Consulting Inc.
10044'Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: October 1, 2012 Date Concrete Placed: September 26, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 72
Contractor: Tiseo Paving Company Project No.: 211-0125
Concrete Supplier and Plant: LMC/ 95 City of Coppell Project No.: ST-05-01
Location of Placement: Street- Westbound Lane
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 12:12 PM
Cement: Time Sampled: 12:42 PM
Fly Ash: Sample Location: 60' E. of 748 Deforest Approach
Truck/Ticket No: -/63070820
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 87°F
Fine Aggregate: Concrete Range: 87°F
Admixtures: Slump Range(inches): 1.25
Weather Conditions: Clear
1 Time Started: 7:30 AM
2 • Time Completed: 3:30 PM
Added Water: Sample Air Content(%): • 5.6
Total Cubic Yards Placed: 340
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 285 5 10/1/12 132,320 4,680
DFR 286 28 10/24/12 .
. 1.25
DFR 287 28 10/24/12
DFR 288 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. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com .
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: ■6."-"
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.
OCT-01-2012 04:38 P.11
A .
AVA
Texas CMT, Inc.
Construction Materials Testing GEE COflSU Itants 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: October 1, 2012 Date Concrete Placed: September 26, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square inches
Project: Deforest Road Reconstruction Concrete Report No.: 73
Contractor: Tiseo Paving Company Project No.:211-0125
Concrete Supplier and Plant: LMC /95 City of Coppell Project No.: ST-05-01
Location of Placement: Street- Westbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 1:07 PM
Cement: Time Sampled: 2:10 PM
Fly Ash: Sample Location: 5'E. of Centerline of Lakeforest
Truck/Ticket No: -/63070830
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 88°F
Fine Aggregate: Concrete Range: 87°F
Admixtures: Slump Range(inches): 1.5
Weather Conditions: Partly Cloudy
1 Time Started: 7:30 AM
2 Time Completed: 3:30 PM .
Added Water: Sample Air Content(%): 6.1
Total Cubic Yards Placed: 440
Required Strength(Lbs./sq.in.): _ 3,600
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
DFR289 5 10/1/12 120,340 4,260
DER 290 28 10/24/12
1.5
DFR 291 28 10/24/12
DFR 292 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. Walter Mitchell -Tiseo Paving Company, via E-mail: barnobas @yahoo.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: (4 -.---3.....,44-t_.
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.
OCT-01-2012 04:38 P. 12
C . ,
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: October 1, 2012 Date Concrete Placed: September 27, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 74
Contractor: Tiseo Paving Company Project No.:211-0125
Concrete Supplier and Plant: LMC /95 City of Coppell Project No.: ST-05-01
Location of Placement: Street- Westbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 8:30 AM
Cement: Time Sampled: 9:00 AM
Fly Ash: Sample Location: 50'-60'E. of Cambridge Manor Ln.
. Truck/Ticket No: -/63070840
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 80°F
Fine Aggregate: Concrete Range: 87°F
Admixtures: Slump Range(inches): 1.0 -
Weather Conditions: Partly Cloudy -
1 Time Started: 7:30 AM
2 Time Completed: 3:30 PM
Added Water: Sample Air Content(%): 4.0
Total Cubic Yards Placed: 40
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 293 5 10/2/12 148,960 5,270
DFR 294 28 10/25/12
1.0
DFR 295 28 10/25/12
DFR 296 H Hold
Test Methods Utilized Fracture Regular
ASTM C-31, C-39,C-143 (Unless Noted Otherwise) Cylinders Made 13y: MR
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: rCaudiil @TiseoPaving.com
Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com -
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 21'f 1''" .
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.
OCT-01-2012 04:38 P.13
A
AV T
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: October 1, 2012 Date Concrete Placed: September 27, 2012 Standard 65:12"Cylinders
Client: City of CoppeIl Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 75
Contractor: Tiseo Paving Company Project No.: 211-0125
Concrete Supplier and Plant: LMC/95 City of Coppell Project No.:ST-05-01
Location of Placement: Street- Westbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 9:23 AM
. Cement: Time Sampled: 9:53 AM
Fly Ash: Sample Location: 0'-12' W. of S.E. Corner of 824
Deforest Rd. Property
Coarse Aggregate: Truck/Ticket No: -/63070847
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 82°F
Admixtures: Concrete Range: 90°F •
Slump Range(inches): 0.75
1 Weather Conditions: Partly Cloudy
2 Time Started: 7:30 AM
Added Water: Time Completed: 3:30 PM
Sample Air Content(%): 3.0
Total Cubic Yards Placed: 110
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 297 5 10/2/12 132,440 4,680 .
DFR 298 28 10/25/12
0.75
DFR 299 28 10/25/12
DFR 300 H Hold
Test Methods Utilized Fracture.Regular
ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: MR
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
Texas CMT, Inc. TBPE Finn: F-4521 Reviewed by: fn:414-e-----
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.
OCT-01-2012 04:38 P.14
A
Texas C + T, 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: October 1, 2012 Date Concrete Placed: September 27, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 76
Contractor: Tiseo Paving Company Project No.:211-0125
Concrete Supplier and Plant: LMC /95 City of Coppell Project No.: ST-05-01
Location of Placement: Street- Westbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: I1:11 AM
Cement: Time Sampled: 11:34 AM
Fly Ash: Sample Location: 0'-10' E. of Monument Located at
S.W. Corner of 602 Castle Creek
Coarse Aggregate: Dr. Property
Intermediate Aggregate: Truck/Ticket No: -/63070863
Fine Aggregate: Temperature:
Admixtures: Ambient Range: 87°F •
1 Concrete Range: 87°F
Slump Range(inches): 2.25
2 Weather Conditions: Clear
Added Water: Time Started: 7:30 AM
Time Completed: 3:30 PM
Sample Air Content(%): 4.0
Total Cubic Yards Placed: 230
Required Strength(Lbs./sq.in.): 3,600
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
DFR 301 5 10/2/12 111,280 3,940
DFR 302 28 10/25/12
2.25
DFR 303 28 10/25/12
DFR 304 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: MR
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
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.
OCT-01-2012 04:39 P.15
A
+V,
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: October 1, 2012 Date Concrete Placed: September 27, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No: 77
Contractor: Tiseo Paving Company Project No.:211-0125
Concrete Supplier and Plant: LMC /95 City of Coppell Project No.: ST-05-01
Location of Placement: Alley-N.E. of 900 Brentwood Residence to N.E. 4 of 896 Brentwood Residence
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701 Time Sample Batched: 1:33 PM
Cement: Time Sampled: 2:18 PM
Fly Ash: Sample Location: 10' W. to 10' E. of N.E. Corner of
900 Brentwood N.Approach
Coarse Aggregate: Truck/Ticket No: -/63070881
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 92°F
Admixtures: Concrete Range: 95°F
Slump Range(inches): 7.5* .
1 Weather Conditions: Clear
2 Time Started: 7:30 AM
Added Water: Time Completed: 3:30 PM
Sample Air Content(%): 6.1
Total Cubic Yards Placed: 20
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 305 5 10/2/12 91,940 3,250 .
DFR 306 28 10/25/12
7.5*
DFR 307 28 10/25/12
DFR 308 H Hold
Test Methods Utilized Fracture.Regular
ASTM C-31, C-39,C-143 (Unless Noted Otherwise) Cylinders Made By: MR
Remarks and/or Distribution:
*Concrete foreman was informed of slump.
cc: Mr. Iarry 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
Reviewed b 0)ileilk-c--
Texas CMT, Inc. TBPE Firm: F 4521 :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.
TOTAL P.15