ST0501-LR121031 NOV-21-2012 05:31 P.01
1.
C
texas CMTT Inca
AVA
Post-it®Fax Note 7671 Date #of
Construction Materials Testing pages
To pV n'f`"
and Environmental Consulting c t`1 hl'f V c Prom -r-e,440... c&
Co./Dept.CN&G., TING', Co.(../C C"�sl.t.r{'ZI.,I+t45
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352- Phoney# 4 72- Q4„ `CY4pholne�#2 �t�3s�.��p�7
.Fax#°1-z 304-3c70 Fax#Zf4.-35z._697L_
REPORT OF CONCRETE MIX 0 : . ' • T .,TION
Report Date: October 31, 2012 Date Concrete P.ced: October 3, 2012 Standard 6"x12"Cylinders
Client: City of C...:„. " Cylinder Cross-sectional Area:28.27 Square Inches
Project: Def• - •oad Reconstruction Concrete Report No.: 80
Contractor: es saving Company Project No.:211-0125
Concrete Supplier and Plant: /95 City of Coppell Project No.: ST-05-01
Location of Placement: P:vement- Eastbound ■-forest Road
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701 Time Sample Batched: 9:13 AM
Cement: Time Sampled: 10:10 AM
Fly Ash: Sample Location: Across from 900 Deforest Front
Door
Coarse Aggregate: I Truck/Ticket No: -/63070904
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 72°F
Admixtures: Concrete Range: 80°F
Slump Range(inches): 4.0
1 Weather Conditions: Clear
2 Time Started: 9:00 AM
Added Water: Time Completed: 6:30 PM
Sample Air Content(%): Not Tested
Total Cubic Yards Placed: 80 •
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.)
DFR317 5 10/8/12 115,240 4,080 .
DFR318 28 10/31/12 153,220 5 ,
4.0
DFR 319 28 10/31/12 156,480 540
DFR 320 H ..old
Test Methods Utilized Fractur 1g 1. Cylinders Made By: RG
ASTM C-31,C-39, C-143 (UM-. of=• otherwise)
Remarks and/or Distribution:
/, & (?01
cc: Mr. La Davis -Ci of I a: 1, • .one: 972-30 i xt 972-304-3570 1 Mr. George Marshall - 1 t s•t-II, Phone: 9 304 2; via E-mail: gMarshall`,coppelltx. v
Mr. Dan DeGroot - Bur• '. & t. e, Inc., Phone- 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com
• Mr. Robert Caudill -Tis . .-avin., Company, Phone: 972-289-0723; via E-mail: rCaudill @TiseoPaving.com
Mr. Walter Mitchell - Tiseo -mg 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.
NOV-21-2012 05:31 P.02
A
Awe
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 31, 2012 Date Concrete Placed: October 3, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 81
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 - Eastbound Deforest Road
MATERIALS Source/ SSD Batch Wts.
OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701 Time Sample Batched: 11:34 AM
Cement: Time Sampled: 12:00 AM
Fly Ash: Sample Location: 30'East of Deforest Court
Truck/Ticket No: -/63070913
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 77°F
Fine Aggregate: Concrete Range: 80°F
Admixtures: Slump Range(inches): 1.75
Weather Conditions: Clear
1 Time Started: 9:00 AM
2 Time Completed: 6:30 PM
Added Water: Sample Air Content(%): 6.7
Total Cubic Yards Placed: 170
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 321 5 10/8/12 139,220 4,920
DFR322 28 10/31/12 174,360+ 6,17k
1.75
DFR 323 28 10/31/12 175,200+ (-00+
DFR 324 H Hold
Test Methods Utilized Fracture Regular C i ters ade 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
r)2.44,4_______.
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-21-2012 05:31 P.03
C
Texas CHIT, Inc.
„ AITA
Construction Materials Testing GEE Consu Itan s, 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 31, 2012 Date Concrete Placed: October 3, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 82
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 Stem Wall
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11602 Time Sample Batched: 9:45 AM
Cement: Time Sampled: 10:50 AM
Fly Ash: Sample Location: S.E. Corner of Deforest & Lake
Forest
Coarse Aggregate: Truck/Ticket No: 6131 /25544062
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 76°F
Concrete Range: 82°F •
Admixtures: Slump Range(inches): 6.5
1 Weather Conditions: Clear
2 Time Started: 9:00 AM .
Added Water: 0 Gallons Time Completed: 6:30 PM
Sample Air Content(%): 2.8
Total Cubic Yards Placed: 5
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 325 7 10/10/12 102,000 3,610
DFR 326 6.5 28 10/31/12 138,840 4,910.
DFR327 28 10/31/12 136,880 4,:'0
DFR 328 H Hold
Test Methods Utilized Fracture.Regular C r .- 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: giecc----
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 axe not necessarily indicative of the quantities of apparently identical or similar products.
NOV-21-2012 05:31 P.04 Texas C
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 31, 2012 Date Concrete Placed: October 3,2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 83
Contractor: Tiseo Paving Company Project No.:211-0125
Concrete Supplier and Plant: LMC /952 City of Coppell Project No.: ST-05-01
Location of Placement: Pavement- Leave-outs at Westbound Deforest Road
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701 Time Sample Batched: 2:35 PM
Cement: Time Sampled: 4:15 PM
Sample Location: Leave-out across from S.E. Corner
Fly Ash: of Deforest&Lake Forest
Coarse Aggregate: Truck 1 Ticket No: -/62938182
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 82°F
Concrete Range: 86°F
Admixtures: Slump Range(inches): 1.75 -
1 Weather Conditions: Clear
2 Time Started: 9:00 AM
Added Water: 5 Gallons Time Completed: 6:30 PM
Sample Air Content(%): 6.1
Total Cubic Yards Placed: 250
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 329 5 10/8/12 119,940 4,240
DFR330 28 10/31/12 145,380 5,140
1.75
DFR 331 28 10/31/12 156,400 5,
DFR 332 H Hold
Test Methods Utilized Fracture Regular ,finders 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 @coppelitx.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: / �''i'll't4
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.17
u
0
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 31, 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: Sta. 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
Weather Conditions: Partly Cloudy
1 • 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(Lbs./sq.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.
DFR 406 28 11/20/12 •
8.25
DFR 407 28 11/20/12
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: barnobas @yahoo.com
Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @CalConTex.com
0,24,..Livec.,_______
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,Ire. 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-21-2012 05:35 P.18
A
+11/
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 31, 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-05-01
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
y Road Residence
Coarse Aggregate: Truck/Ticket No: 1055/25557613
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 79°F
Admixtures: Concrete Range: 80°F
Slump Range(inches): 5.25
1 XUM11 Weather Conditions: Cloudy
2 Time Started: 11:00 AM
Added Water: Time Completed: 3:45 PM
Sample Air Content(oro): 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 .
DFR 418 28 11/21/12
5.25
DFR 419 28 11/21/12
DFR 420 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: MR
ASTM C-31, C-39,C-I43 (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
.0--244_____
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-21-2012 05:35 P.19
. 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 31, 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
Y Truck/Ticket No: 3005/ 1520058
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: Ambient Range: 83°F
Fine Aggregate: Concrete Range: 90°F
Slump Range(inches): 3.0
Admixtures: 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
DFR 422 28 11/21/12
DFR423 3.0 28 11/21/12
DER 424 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
ragml. de...4_____
Texas CMT, Inc. TB
PE 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.