ST0501-LR121121 NOV-30-2012 00:35 P.01
A
AVA
Texas CMT, Inc.
of
Construction Materials Testing ' Post-it®Fax Note 7671 Data pages■
and Environmental Consulting To C erig g Y D/1 US J From .��e Qs �s �."r"
Co./Dept.�ltN)&a r p. Sp. co.!'_EE ctrio,44_4144,15
10044 Monroe Drive • Dallas, Texas 75229 • (214) 35 l� /p
Phone//## 7Z 3O4 3‘ Phone#2t4P�lceta (S7
Fax#_I-7z 304-3T-7o Fax#z(4-; -a--697L
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 21, 2012 Date Concrete Placed: October 17, 2012 Standard 6"x12"Cylinders
Client: .City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 98
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 Sidewalk-North Side of Deforest Road, Between Inglenook Court and Prestwick Court
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11504 Time Sample Batched: 11:27 AM
Cement: Time Sampled: 12:45 PM
Fly Ash: Sample Location: S. of Prestwick Court Fence
Truck/Ticket No: 1391 /25552845
Coarse Aggregate: ' Temperature:
Intermediate Aggregate: (� Ambient Range: 88°F
Fine Aggregate: Concrete Range: 89°F
Admixtures: Slump Range(inches): . 5.25
.Weather Conditions: Clear
1 XUN11 Time Started: 11:30 / /
2 XUE11 Time Completed: 2:00 '
Added Water: Sample Air Content(%): 4.! �,
Total Cubic Yards Placed: 0
Required Strength(Lbs./sq.in.): 73,. �
Specimen Measured Age Date Total Load Compressive Strength r Remarks •
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) '
DFR 389 7 10/24/12 94,000 3,330
DFR390 28 11/14/12 122,580 4,34
DFR 391 5.25 28 11/14/12 120,240 ,250
DFR 392 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: ii'V l`1
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; is Fax: 972-304-3570
Mr. George Marshall -City of Coppell, Phone: 972-304-3562; via E-mail: gMasshall@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
•
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: t!.-/, ~J
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.
NOV-30-2012 00:35 P.02
AL
AVA
TCX . S 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: November 21, 2012 Date Concrete Placed:
October 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.: 99
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: Pavement - East Half of Deforest Court Intersection with Westbound Deforest Road- Manual Placement
MATERIALS Source 1 SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701 Time Sample Batched: 6:50 AM
Cement: Time Sampled: 7:50 AM •
Fly Ash: Sample Location: 20' S.W. of BFR
Truck/Ticket No: 162/564331224
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 54°F
Fine Aggregate: Concrete Range: 78°F
Admixtures: Slump Range(inches): 2.25
1 . Weather Conditions: Clear '
Time Started: 6:30 AM
2 Time Completed: 9:30 AM .
Added Water: 0 Gallons Sample Air Content(%): 3.6
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.ln.)
DFR 393 3 10/22/12 133,420 4,720
DFR 394 32 11/20/12 156,920+ 5,550+ '
2.25
DFR 395 32 11/20/12 159,880+ 60+
DFR 396 H Hold Cr
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
Texas MT '�
C , 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.
NOV-30-2012 00:35 P.03
A
Texas C .\ T, Inc.
-A
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: November 21, 2012 Date Concrete Placed: October 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.: 100
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: Driveway at Station 9+23.8
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11504 Time Sample Batched: 1:29 PM
Cement: Time Sampled: 2:20 PM
Fly Ash: Sample Location: N.Half of Driveway at Sta.9+23.8
. Truck/Ticket No: 6131 /25555076
Coarse Aggregate: Temperature:
•
Intermediate Aggregate: Ambient Range: 74°F
Fine Aggregate: Concrete Range: 75°F
Admixtures: Slump Range(inches): 5.0
, Weather Conditions: Clear •
1 XUN I 1 Time Started: 11:00 AM
2 XUEI l Time Completed: 4:45 PM .
Added Water: Sample Air Content(%): 5.3
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.) '
DFR397 7 10/26/12 114,380 4,050
DFR 398 32 11/20/12 141,920+ 5•:(128-+% •
DFR 399 5.0 32 11/20/12 143,420+ 5,070+-
DFR 400 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: gMarrshall@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: P3,14/44-----
AU 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.
NOV-30-2012 00:35 P.04
•
A .
AlA Texas C ' T, 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: November 21, 2012 Date Concrete Placed: October 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.: 101
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 Extensions at Sta. 24+81, 28+54& 30+93
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
'Description (Lbs/CuYd)
Mix Number: 8274 Time Sample Batched: 2:14 PM
. Cement: 6.0 Sk. Time Sampled: 3:25 PM •
Fly Ash: Sample Location: Inlet at Sta. 30+93
Truck/Ticket No: 7065/ 1516083
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: Ambient Range: 76°F
Fine Aggregate: Concrete Range: 76°F
Admixtures: Slump Range(inches): 2.0 -
. Weather Conditions: Clear
1 Admix/AEA Time Started: 11:00 AM
2 Time Completed: 4:45 PM
Added Water: 5 Gallons Sample Air Content(%): Not Tested
Total Cubic Yards Placed: 5.0
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.)
DFR401 7 10/26/12 106,520 3,770
DFR402 32 11/20/12 130,820 4,630
DFR403 2.0 32 11/20/12 121,220 _9,,290'" y
• DER 404 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
Texas CMT, Inc. TBPE Firm: F-4521 • Reviewed by: kS
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.
NOV-30-2012 00:35 P.05
A•
AVA
Texas CMT, Inc.
Construction Materials Testing GEE Consultants Inc
and Environmental Consulting t •
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 21, 2012 Date Concrete Placed: October 23, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 102
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: South Side Integral Wall
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11602 Time Sample Batched: 12:49 PM
. Cement: Time Sampled: 2:00 PM
Fly Ash: Sample Location: Ste.. 7+10
Truck/Ticket No: 6134/25556818
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 82°F
Fine Aggregate: Concrete Range: 84°F
Admixtures: Slump Range(inches): 8.25 •
l Weather Conditions: Partly Cloudy •
Time Started: 11:00 AM
2 Time Completed: 5:15 PM
Added Water: 25 Gallons Sample Air Content(%): Not Tested
Total Cubic Yards Placed: 10
Required Strength(LbsJsq.in.): 3,600 -
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) •
DFR 405 7 10/30/12 98,420 3,480 Buff color added on-site.
DFR406 28 11/20/12 130,500+ 4,620+ •
DFR407 8.25 28 11/20/12 130,960+ 4,630+
DFR 408 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
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: / �«X! ¢�
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.
NOV-30-2012 00:36 P.06
ar 0
Texas CMT, Inc.
ATA
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: November 21, 2012 Date Concrete Placed: October 23, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction - Concrete Report No.: 103
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: Driveway Approaches and Sidewalk
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11602 Time Sample Batched: 1:12 PM
Cement: Time Sampled: 2:40 PM .
Fly Ash: Sample Location: Driveway Approach at 832 Deforest
Road
Coarse Aggregate: Truck/Ticket No: 1265/25556845
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 82°F
Admixtures: Concrete Range: 84°F
I Slump Range(inches): 4.25 •
Weather Conditions: Partly Cloudy
2 Time Started: 11:00 AM
Added Water: 5 Gallons Time Completed: 5:15 PM
Sample Air Content(%): 3.0
Total Cubic Yards Placed: 20
Required Strength(Lbs./sq.in.): 3,600
Specimen Measured Age Date Total Load Compressive Strength
Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.InJ
DFR 409 7 10/30/12 124,160 4,390 .
DFR410 28 11/20/12 148,080 5,240
DFR 411 4.25 28 11/20/12 152,880 5,41'
DFR 412 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
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 CAT,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.
NOV-30-2012 00:36 P.07
t
ir AIM
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: November 21, 2012 Date Concrete Placed: October 23, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 104
Contractor. Texas Inlets Project No.:211-0125
Concrete Supplier and Plant: TXI/ 150 City of Coppell Project No.:ST-05-01
Location of Placement: North Side Inlets, E. End
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274 Time Sample Batched: 2:42 PM
Cement: 6.0 Sk. Time Sampled: 3:45 PM
Fly Ash: Sample Location: Inlet Walls at Sta. 28+54
Truck/Ticket No: 8026/ 1518776
Coarse Aggregate: 1"CS
Temperature:
Intermediate Aggregate: Ambient Range: 84°F
Fine Aggregate: Concrete Range: 86°F
Admixtures: Slump Range(inches): 2.0 -
Weather Conditions: Partly Cloudy
1 Admix/AEA Time Started: 11:00 AM
2 Time Completed: 5:I5 PM •
Added Water: 5 Gallons Sample Air Content(%): 3.4
Total Cubic Yards Placed: 6.5
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.)
DFR413 7 10/30/12 128,020 4,530
DFR414 28 11/20/I2 156,460 5,530
DFR415 2.0 28 11/20/12 150,700 5,330
DFR416 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By; RG I
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 @CalConTex.com
(::,224e7.4<___
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.
NOV-30-2012 00:36 P.08
t
C
Afir
Texas C 1 T, Inc.
Construction Materials Testing GEE consultaits, 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: November 21, 2012 Date Concrete Placed: October 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.: 105
Contractor: California Construction Project No.:211-0125
Concrete Supplier and Plant: Redi-Mix Concrete/P259 City of Coppell Project No.: ST-05.0)1
Location of Placement: Residential Driveway Approach
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11602 Time Sample Batched: • 11:22 AM
Cement: Time Sampled: 12:16 PM
Fly Ash: Sample Location: Driveway Approach at 820 Deforest
Road Residence
Coarse Aggregate: • Truck/Ticket No: 1055/255576I3
Intermediate Aggregate: • Temperature:
Fine Aggregate: Ambient Range: 79°F
Admixtures: Concrete Range: 80°F .
Slump Range(inches): 5.25
I XUMI 1 • Weather Conditions: Cloudy
2 Time Started: 11:00 AM
Added Water: Time Completed: 3:45 PM •
Sample Air Content(%): 1.5
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.)
DFR417 7 10/31/12 127,100 4,500
DFR418 28 11/21/12 156,420+ 5,530+
DFR419 5.25 28 11/21/12 158,380+ 5,600+
DFR 420 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: bamobas @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: 0
All letters and reports arc for die 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.
NOV-30-2012 00:36 P.09
A
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: November 21, 2012 Date Concrete Placed: October 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.: 106
Contractor: Texas Inlets Project No.:211-0125
Concrete Supplier and Plant: TXI/ 141 City of Coppell Project No.: ST-05-01
Location of Placement: North Side Inlet, E. End
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274 Time Sample Batched: 1:39 PM
Cement: 6.0 Sk. Time Sampled: 2:27 PM
Fly Ash: Sample Location: Inlet at Sta. 28+54
Truck/Ticket No: 3005/ 1520058
Coarse Aggregate: 1"CS Temperature:
Intermediate Aggregate: Ambient Range: 83°F
Fine Aggregate: Concrete Range: 90°F .
Admixtures: Slump Range(inches): 3.0 -
•Weather Conditions: Clear
1 Admix/AEA Time Started: 11:00 AM
2 Time Completed: 3:45 PM
Added Water: Sample Air Content(%): 3.0
Total Cubic Yards Placed: 5.5
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.)
DFR421 7 10/31/12 135,480 4,790
DFR422 28 11/21/12 148,640 5,260
3.0
DFR423 28 11/21/12 156,280 5,530
DFR 424 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: RG
ASTM C-3 1,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@CalConTex.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by:
074, 44e..........„...
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 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.