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Texas CMT, Inca
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Construction Materials Testing Post-it®Fax Note 7671 Date pages
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REPORT OF CONCRETE MIX OBSERVATION
Report Date: October 22, 2012 Date Concrete Placed: September 18, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 66
Contractor: Texas Inlets Project No.: 211-0125
Concrete Supplier and Plant: TXI / 142 City of Coppell Project No.: ST-05-01
Location of Placement: Inlet Sides & Bottom -N. Side
MATERIALS Source / SSD Batch Wts. OBE
Description (Lbs/CuYd) ���
Mix Number: 8274 Zpl B cited: 2:47 PM
Cement: 6 Sk. '' ! 1 kite
Sampl d: 3:20 PM
;':9 Sam le Location: Inlet @ Sta. 1+73 & 4+09
Fly Ash: �? °'' Truck/Ticket No: 7013 / 1487162
Coarse Aggregate: ;;;/, Temperature:
Intermediate Aggregate: ,'!� Ambient Range: 82°F
Fine Aggregate: Concrete Range: 80°F
Admixtures: Slump Range(inches): 1.5
i Weather Conditions: Clear
1 ` Admix; AEA Time Started: 1:00 PM
2 Time Completed: 4:30 PM
Added Water: -: Gallons Sample Air Content(%): 3.9
Total Cubic Yards Placed: 7.5
Required Strength(Lbs./sq.in.): 4,200 .
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) •
_
DFR261 7 9/25/12 152,340 5,390
DFR262 28 10/16/12 170,760+ 6,040+
1.5
DFR263 28 10/16/12 174,260+ 6,160+
DFR 264 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By RG
ASTM C-31, C-39, C-143 (Unless Noted Othe ' e) ,
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
by:TBPE Firm: F-4521 Reviewed b 0):14,4(1 -- _
Texas CMT, Inc. 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 frill 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-22-2012 23:41 P.02
C Texas CMT, Inc.
ATA
Construction Materials Testing GEE COnSU 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 22, 2012 Date Concrete Placed: September 19, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 67
Contractor: Texas Inlets Project No.:211-0125
Concrete Supplier and Plant: TXI / 131 City of Coppell Project No.: ST-05-01
Location of Placement: Inlet Walls & Bottom
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274 Time Sample Batched: 1:30 PM
Cement: 6.0 Sk. Time Sampled: 2:15 PM
Fly Ash: Sample Location: Inlet @ Sta. 6+50
Truck/Ticket No: 8002/ 1488154
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 84°F
Fine Aggregate: Concrete Range: 82°F
Admixtures: Slump Range(inches): 1.0
Weather Conditions: Clear .
1 Admix/AEA Time Started: 1:00 PM
2 Time Completed: 3:30 PM
Added Water: 0 Gallons Sample Air Content(%): • 5.1
Total Cubic Yards Placed: 3.5
Required Strength(Lbs./sq.in.): 4,200
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR 265 7 9/26/12 159,380 5,640
DFR 266 28 10/17/12 180,840+ 6,400+
DFR267 1.0 28 10/17/12 184,100+ 6,510+
DFR 268 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: bamobas @yahoo.com
Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @Ca1ConTex.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 021(frlif-----
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the fall 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-22-2012 23:41 P.03
C
+-
Texas CMT, Inc.
Construction Materials Testing GEE COV1SU I�W, 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 22, 2012 Date Concrete Placed: September 24, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Indies
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: 1 1:30 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.)
DFR 269 7 10/1/12 126,760 4,480
DFR 270 7.0 28 10/22/12 152,900 5,410 •
DFR271 28 10/22/12 150,060 5,310
DFR 272 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
F-4521 Reviewed b : �`�'
Texas CMT, Inc. TBPE Firm: F 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.
OCT-22-2012 23:41 P.04
C
ATA
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 22, 2012 Date Concrete Placed: October 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.: 86
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: Stem Wall
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11602 Time Sample Batched: 9:43 AM
Cement: Time Sampled: 11:10 AM
Fly Ash: Sample Location: S.W. Corner of Deforest & Lake
Forest
Coarse Aggregate: Truck/Ticket No: 1383 /25545833
intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 73°F
Admixtures: Concrete Range: 83°F
Slump Range(inches): 4.0
1 Weather Conditions: Partly Cloudy
2 Time Started: 6:30 AM .
Added Water: 0 Gallons Time Completed: 2:00 PM
Sample Air Content(%): 2.5
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.)
DFR 341 7 10/12/12 116,860 4,130
DFR 342 4.0 28 11/2/12
DFR 343 28 11/2/12
DFR 344 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
,r1 el____
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 the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
OCT-22-2012 23:41 p,05
i C
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 22, 2012 Date Concrete Placed: October 8, 2012 Standard 65:12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:2827 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 87
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: Residential Driveway Approach, N. Side
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11504 Time Sample Batched: 1:52 PM
Cement: Time Sampled: 2:40 PM
Fly Ash: Sample Location: Approach at Sta. 4+74
y Truck/Ticket No: 1375/25547180
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 61°F
Fine Aggregate: Concrete Range: 77°F
Admixtures: Slump Range(inches): 3.0
Weather Conditions: Partly Cloudy
1 Time Started: 1:00 PM
2 Time Completed: 4:15 PM
Added Water: Sample Air Content(%): 3.7
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.ln.) •
DFR 345 4 10/12/12 102,400 3,620
DFR346 3 0 28 11/5/12 .
DFR 347 28 11/5/12
DFR 348 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: bamobas @yahoo.com
Mr. Bobby Bounds -California Construction, Phone: 972-670-0368; via E-mail: Bobby @CalConTex.com
.0:- . 4.4__
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 2-41_564 _
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-22-2012 23:42
4 P.06
t • A. , •,
.49
. :
Aqr,, Texas CMT, Inca
Construction Materials Testing GEE Consultants, nc.
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 22, 2012 Date Concrete Placed: October 10, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 88
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: Integral Wall, S. Side of Deforest Road, from Sta. 3+50 to 4+30
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11504 Time Sample Batched: 8:32 AM
Cement: Time Sampled: 10:10 AM
Fly Ash: Sample Location: Sta. 3+90
y Truck/Ticket No: 1321 /25548451
Coarse Aggregate: Temperature:
•
Intermediate Aggregate: Ambient Range: 66°F
Fine Aggregate: Concrete Range: 74°F
Admixtures: Slump Range(inches): 7.5 •
Weather Conditions: Cloudy,Misty •
1 Time Started: 9:45 AM
2 Time Completed: 11:15 AM
Added Water: 10 Gallons Sample Air Content(%): 3.3
Total Cubic Yards Placed: 10
Required Strength(Lbs./sq.in.): 3,000 •
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR 349 7 10/17/12 89,200 3,160
DFR 350 28 11/7/12 .
7.5 28 11/7/12
DFR 351
DFR 352 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
: r)21"hk'f'---
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-22-2012 23:42 p 07
,,,, A
Texas CMT, Inca
Aulirr
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 22, 2012 Date Concrete Placed: October 10, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 89
Contractor: Texas Inlets Project No.:211-0125
Concrete Supplier and Plant: TXI / 141 City of Coppell Project No.: ST-05-01
Location of Placement: Inlets
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274 Time Sample Batched: 2:07 PM
Cement: 6.0 Sk. Time Sampled: 2:44 PM
Fly Ash: Sample Location: Sta. 1+78
Truck/Ticket No: 7062/ 1507042
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: Ambient Range: 69°F
Fine Aggregate: Concrete Range: 80°F
Admixtures: Slump Range (inches): 2.25
Weather Conditions: Cloudy
1 Admix/AEA Time Started: 1:00 PM
2 Time Completed: 4:00 PM
Added Water: Sample Air Content(°,'o): 2.8
Total Cubic Yards Placed: 3.0
Required Strength(Lbs./sq.in.): 4.200
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR353 7 10/17/12 117,800 4,170
DFR 354 28 11/7/12 •
2.25
DFR 355 28 11/7/12
• DFR 356 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
Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @CalConTex.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: n-J11§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 andior observed and are not necessarily indicative of the quantities of apparently identical or similar products.
OCT-22-2012 23:42 p 08
AK
. 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 22, 2012 Date Concrete Placed: October 12, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 90
Contractor: Texas Inlets Project No.:211-0125
Concrete Supplier and Plant: TXI/ 141 City of Coppell Project No.: ST-05-01
Location of Placement: Inlet Throat
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274 Time Sample Batched: 1:41 PM
Cement: 6.0 Sk. Time Sampled: 2:20 PM
Fly Ash: Sample Location: N.W. Corner of Deforest Rd. &
Inglenook
Coarse Aggregate: 1" CS Truck/Ticket No: 3017/ 1509450
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 82°F
Admixtures: Concrete Range: 86°F •
1 Admix/AEA Slump Range(inches): 3.0 .
Weather Conditions: Partly Cloudy
2 • Time Started: 1:00 PM
Added Water: 5 Gallons Time Completed: 5:45 PM
Sample Air Content(%): Not Tested
Total Cubic Yards Placed: 7.5 .
Required Strength(Lbs./sq.in.): 4,200
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR 357 7 10/19/12 120,100 4,250
DFR 358 28 11/9/12
.3.0
DFR 359 28 11/9/12
DFR 360 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
Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @CalConTex.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: agjai,�'�
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-22-2012 23:43 P.08
µ' Aw 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 22, 2012 Date Concrete Placed: October 12, 2012 Standard 6"x12"Cylinders
Client City of Coppell Cylinder Cross-sectional Area:28.27 Square inches
Project: Deforest Road Reconstruction Concrete Report No.: 91
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: S. Side Integral Wall from Sta. 4+30 to 5+60
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10111602 Time Sample Batched: 3:26 PM
Cement: Time Sampled: 4:35 PM
Fly Ash: Sample Location: Sta.4+70
Truck/Ticket No: 1257/25550955
Coarse Aggregate: Temperature:
•
Intermediate Aggregate: Ambient Range: 86°F
Fine Aggregate: Concrete Range: 85°F
Admixtures: Slump Range(inches): 7.25
1 Weather Conditions: Partly Cloudy
Time Started: 1:00 PM
2 Time Completed: 5:45 PM
Added Water: 0 Gallons Sample Air Content(%): Not Tested
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.)
DFR 361 7 10/19/12 98,960 3,500
DFR 362 28 11/9/12 •
DFR 363 7.25 28 11/9/12
DFR 364 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:
Stand-by time from 3:30 PM to 4:20 PM waiting on Redi-Mix Concrete delivery.
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
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: (7.1j4c.�----
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-22-2012 23:45 P.18
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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
GENERAL REPORT ❑ CANCELLATION • STAND-BY
Report Date: October 22,2012 Test Date: October 12, 2012
Client: Tiseo Paving Company Cancellation/Standby Report No. 9
Project: Deforest Road Reconstruction Project Number: 211-0126
Identification: Stand-by City of Coppell Project No.: ST-05-01
Page: 1 of 1
Results
Scheduled Concrete Arrival Time: 2:00 PM
Type of Service Scheduled: Concrete Cylinders Scheduled for Integral Wall
•
Time Arrived at Job: 2:00 PM
Total Charged Time: 50 Minutes (0.83 Hours)
Reason: Performed testing for inlet concrete on arrival
until 3:05 PM. Since no wall concrete had arrived
Tech performed density tests for Tiseo Paving
until 3:30 PM. Thereafter, waited for wall
concrete delivery until 4:20 PM. This late delivery
pushed concrete testing into overtime rates after
5:00 PM.
•
Technician: RG
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
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.
TOTAL P.18