ST0501-LR121030 OCT-31-2012 01:33 P.01
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Construction Materials Testing Post-it®Fax Note 7671 Date pages ► —
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10044-Monroe Drive • Dallas, Texas 75229 • (214) 352 �( f C�' Phone#
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REPORT OF CONCRETE M[IX OBSERVATION
Report Date: October 30, 2012.. Date Co nprd�Placed: September 26, 2012 Standard 6"x12"Cylinders
Client: �iiX_Of Coppell ✓,�' J Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Deforest Roa construction Concrete Report No.: 69
Contractor: Ti co Paving Company Project No.:211-0125
Concrete Supplier and Plant: C/95 City of Coppell Project No.: ST-05-01
Location of Placement: treet- 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: j Panel along MacArthur Boulevard
(Manually Placed)
Coarse Aggregate: Truck/Ticket No /_(/ -/63070787
Intermediate Aggregate: Temperature:
Fine Aggregate: .-° . Ambient Range: 78°F
Admixtures: rr' Concrete Range: 8601
1 y Slump Range(inches):
: /� <../ 1",
Weather Conditions: //I71 /
2 Time Started: 7 0 AM
Added Water: f Time Completed: :30 PM
Sample Air Content(%): 4.7
Total Cubic Yards Placed: 10
Required Strength(Lbs./sq.in.): 3,600
Specimen Measured Age Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR273 5 10/1/12 110,780 3,920 •
DFR 274 4.0 28 10/24/12 143,180 X5,006600
DFR 275 28 10/24/12 136,900 ✓"
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 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: rCuudill@TiseoPaving.com
Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com
(7;22_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 CIVIT,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 of similar products.
OCT-31-2012 01:34 P.02
. .
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: October 30, 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
I 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
DFR278 28 10/24/12 156,940+ 5,550+
1.25
DFR279 28 10/24/12 156,660+ 5,540+
DFR 280 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 &Nipl.e, 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: 0241A<"-----
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-31-2012 01:34 P.03
C 4t
Texas CMT, Inca
,... 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: October 30, 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
y 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
Time Completed: 3:30 PM
Added Water: Sample Air Content(%): 4.0
Total Cubic Yards Placed: 220
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.)
DFR281 5 10/1/12 121,300 4,290
DFR282 28 10/24/12 157,380+ 5,570+
1.0
DFR 283 28 10/24/12 158,360+ 5,600+
DFR 284 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
•
02,_ y
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-31-2012 01:34 P.04
•
• 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 30, 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. pBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 12:12 PM
Cement: Time Sampled: 12:42 PM
Sample Location: 60'E. of 748 Deforest Approach
Fly Ash: Truck/Ticket No: -/63070820
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 87°F
Fine Aggregate: Concrete Range: 87°F
Slump Range(inches): 1.25 •
Admixtures: Weather Conditions: Clear
1 Time Started: 7:30 AM
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
DFR286 28 10/24/12 159,980+ 5,660+
1.25
DFR 287 28 10/24/12 162,480+ (71:750
_
DFR 288 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
s
Reviewed b �/
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.
OCT-31-2012 01:35 P.06
x C
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: October 30, 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 4 10/1/12 148,960 5,270
DFR 294 28 10/25/12 179,760+ 6,360+ •
1.0
DFR 295 28 10/25/12 184,080+ 6,510+
DFR 296 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. Waiter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com
2#.&./4_,,,r________.-
Te xas CMT, Reviewed b Inc. TBPE Firm: F-4521 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-31-2012 01:36 P.10
, .. 4 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: October 30, 2012 Date Concrete Placed: September 28, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 78
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
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701 Time Sample Batched: 8:34 AM
Cement: Time Sampled: 9:53 AM
Fly Ash: Sample Location: East Half of Connection Between
Northbound Inglenook Court and
Coarse Aggregate: Deforest Road
Intermediate Aggregate: Truck/Ticket No: -/63070887
Fine Aggregate: Temperature: •
Ambient Range: 81°F
Admixtures: Concrete Range: 89°F
1 Slump Range(inches): 6.75
2 Weather Conditions: . Partly Cloudy
Added Water: Time Started: 7:30 AM
Time Completed: 1:00 PM
Sample Air Content(%): 4.0
Total Cubic Yards Placed: 40
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 309 4 10/2/12 105,600 3,740
DER 310 28 10/26/12 132,800 4,700
6.75
DFR311 28 10/26/12 135,520 4,790
DER 312 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
je_z____________
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-31-2012 01:36 P.11
' . . C
Texas CMT, Inca
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 30, 2012 Date Concrete Placed: September 28, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 79
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 Stem -. South Side of Deforest Road
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11602 Time Sample Batched: 10:07 AM
Cement: Time Sampled: 11:10 AM
Fly Ash: Sample Location: 30' E.of Prestonwick Center Line
. Truck/Ticket No: 1291 /25542089
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 82°F
Fine Aggregate: Concrete Range: 86°F
Admixtures: Slump Range(inches): 8.0
Weather Conditions: Partly Cloudy •
1 • Time Started: 10:00 AM
2 Time Completed: 12:30 PM .
Added Water: 0 Gallons Sample Air Content(%): 2.1
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.)
DFR313 7 10/5/12 123,640 4,370
DFR 314 8 0 28 10/26/12 151,200 5,350 '
DFR 315 28 10/26/12 157,360 5,570
DFR 3 l 6 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: rCaudili @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
12 '
G
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-31-2012 01 :36 P. 12
.4.• . C ,
s OVA
Texas CMT, Inc
Construction Materials Testing GEE (:OflSU Itaiits, 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 30, 2012 Date Concrete Placed: October 15, 2012 Standard 65(12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 96
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
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274 Time Sample Batched: 1:33 PM
• Cement: 6.0 Sk. Time Sampled: 2:55 PM
Sample Location: Inlet at S.E. of 602 Prestwick Ct.
Fly Ash: Truck/Ticket No: 3017/ 1510730
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: Ambient Range: 83°F
Fine Aggregate: Concrete Range: 87°F .
Slump Range(inches): 3.5
Admixtures: Weather Conditions: Clear
1 Admix/AEA Time Started: 6:30 AM 2:15 PM
2 Time Completed: 1:45 PM . 4:45 PM
Added Water: Sample Air Content(%): 5.0
Total Cubic Yards Placed: 4.5
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 381 3 10/18/12 82,960 2,930
DFR 382 8 10/23/12 102,740 3,630
DFR 383 3.5 28 11/12/12
DFR 384 28 11/12/12 -
Test Methods Utilized Fracture Regular Cylinders Made By:1 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 &Nip?le, 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
/ i‘de,
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-31-2012 01:36 P.13
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: October 30, 2012 Date Concrete Placed: October 16, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 97
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
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11504 Time Sample Batched: 2:08 PM
Cement: Time Sampled: 3:00 PM
Sample Location: 60'- 120' West of Inglenook Court
Fly Ash: Truck/Ticket No: 134/25552279
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 76°F
Fine Aggregate: Concrete Range: 79°F
F
Slump Range(inches): •
Admixtures: Weather Conditions: Clear .
1 XUN11 Time Started: 1:00 PM
2 XUEI i Time Completed: 4:15 PM
Added Water: 0 Gallons Sample Air Content(%): 4.2
Total Cubic Yards Placed: 10
Required Strength(Lbs./sq.in.): 3,600 .
Specimen Measured Age Date Total Load Compressive_Strangt Remarks .
Number Slump(in.) (Days) Tested (Lbs.) (41$4")
DFR385 7 10/23/12 112,340 03,970
DFR 386 28 11/13/12 •
7.5
DFR 387 28 11/13/12
DFR 388 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:
Stand-by time from 1:30 PM to 2:30 PM wailing 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
i2•:..izoae.._____
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-31-2012 01 :37 P.14
C r.
Texas CMT, Inc.
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 30, 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
Sample Location: S.of Prestwick Court Fence
Fly Ash: Truck/Ticket No: 1391 /25552845
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 88°F
Fine Aggregate: Concrete Range: 89°F .
Slump Range(inches): 5.25
Admixtures: ..
Weather Conditions: Clear
1 XUN 11 • Time Started: 11:30 AM
2 XUEI l Time Completed: 2:00 PM •
Added Water: Sample Air Content(%): 4.0
Total Cubic Yards Placed: 10
Required Strength(Lbs./sq.in.): 3,600
Specimen Measured Age Date Total Load Compressive Stre gth Remarks '
Number Slump(in.) (Days) Tested (Lbs.) (L. . q. n
DFR 389 7 10/24/12 94,000 3 I
DFR 390 5.25 28 11/14/12 •
DFR 391 28 11/14/12
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:
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 & Niplle, 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 @Ca1ConTex.com
eO2a4z9___„
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 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-31-2012 01 :37 P.15
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 30, 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 11 • Time Started: 11:00 AM
2 XUE 1 I 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.)
DFR 397 7 10/26/12 114,380 4,050
DFR398 5 0 28 11/16/12 •
DFR 399 28 11/16/12
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: 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
(.3"24/AeL______
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-31-2012 01:37 P.16
r C
t1 I I
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 .texasemt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: October 30, 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: TX' / 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 Sic 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 28 11/16/12 •
2.0
DFR 403 28 11/16/12
DFR 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: 02/11.4______..
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.
OCT-31-2012 01:38 P.20
C
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 30, 2012 Date Concrete Placed: October 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.: 110
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 Utility Patch
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1915 Time Sample Batched: :03 M
. Cement: Time S led: 0 AM
Fly Ash: Sample L c 'on orthbound Outside Lane at N.E.
Corner of MacArthur Blvd. and
Coarse Aggregate: Deforest Road
Intermediate Aggregate: Tru T ket No 706/564331814
Fine Aggregate: f Te perat re:
Admixtures: ! Ambient Range: 45°F
1 Concrete Range: 69°F -
Slump Range(inches): 2.25
2 Weather Conditions: Clear
Time Started: 8:45 AM
Added Water: 30 Gallons er",
Time Completed: 12:00 PM le.,4/
Sample Air Content(%): 4.7
Total Cubic Yards Placed: 10
Required Strength(Lbs./sq.in.): _ 5,000
Specimen Measured Age Date Total Load Compres v Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (L s. .In.)
DFR 437 2 10/29/12 122,420 4,3 0
DFR 438 28 11/24/12 /
2.25
DFR 439 28 11/24/12
DFR 440 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:
All levers 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-31-2012 01:38 P.18
A
tirA .
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 30, 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 a 1265/25556845
Intermediate Aggregate: i Temperat .
Fine Aggregate: I /. 1 / Am lent Range: 82°F
Admixtures: 1 Concrete Range: 84°F
' uI e(inches): 425 1 . � at er nditions: Partly Cloudy
2 1 ime Started: 11:00 AM
Added Water: 5 Gallons I Time Completed: 5:15 PM
Sample Air Content(%): 3.0
Total Cubic Yards Placed: 20 •
Required Strength(Lbs./s,..1 : 3.600
Specimen Measured Age Date Total Load Compressi.- tren:h Remarks
Number Slump(in.) (Days) Tested (Lbs.) (L... q. .
DFR 409 7 10/30/12 124,160 4,390
DFR 410 28 11/20/12
DFR411 4.25 28 11/20/12
DFR 412 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: 7) 1 P,Sc-—'—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.
OCT-31-2012 01:38 P.19
r C
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 30, 2012 Date Concrete Placed: October 23, 2012 Standard 6x12°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: 5:15 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.)
DFR 413 7 10/30/12 128,020 4,530
DFR 414 28 11/20/12
2.0
DFR415 28 11/20/12
DFR 416 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: ! �
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.