ST0501-LR120906 SEP-07-2012 04:50 P.04
A . .
Texas CMT, Inc.
Ale r I I r
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: September 6, 2012 Date Concrete Placed: August 30, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28,27 Square Inches
Project:
Deforest Road Reconstruction Concrete Report No 65
Contractor: Project No.:211-0125
Contractor: TeXaS Inlets c', of opp- Project No.: ST-OS-01
Concrete Supplier and Piant: TXI / 142
Location of Placement: Inlet Top
Source / SSD Batch Wts. OBSERVATION D;.'
MATERIALS Description (Lbs/CuYd)
/1"/
Mix Number: 8274 Time Sample B. •-d: ; PM
Time Sam, 4. 7 PM
Cement: 6 Sk. Sa.mpl- -"ocation: 11 niet ' SE Corner of Allen &
Fly Ash: De 'est
Coarse Aggregate: , ck/Ticket No: :122/ 1474007
Intermediate Aggregate: Temperature:
Ambient Range- 95°F
Fine Aggregate: / Concrete R..:e: 96°F
Admixtures: Slump Range(inches: 2.75
1 Admix/AEA Weather Conditions: Clear
2 Tithe Started: 1:00 PM
Time Completed: 5:30 PM
Added Water: Sample Air Content(%): 3.0
Total Cubic Yards Placed: 6
Required Strength(Lbs./sq.in.): 4,200
Specimen Measured ,_ Date Total Load Compress' tre _ Remarks
Number Slump(in.) I Tested (Lbs.) . .Sq.ln.
DFR 257 9/6/12 129,020 4,560
DFR 258 _, 9/27/12
2.75
DFR 259 • 8 9/27/12
DFR 260 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By MR
ASTM C-31, C-39,C-143 I (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
I j
,/
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 of oursname p oduci 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 a
TOTAL P.04
SEP-07-2012 04:49 P.01
C
A-,
Texas CMT, Inc.
Post-Ft®Fax Note 7671 Date #of
Construction Materials Testing pages•
and Environmental Consulting 10L—/1 R Y DA v I s From exas cm-Ty
Co./Dept Ji/5PcC'i / :466, o. &C„C CC,-T)S,1,1't1TILL�J6
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352
Phone#'172-304-^3 54 Phone#2.14.5cZ k 7 s-7
Fax# 97�304-7574?Fax#2.14,35-2..617 2_
REPORT OF CONCRETE MIX OBSERVATION
Report Date: September 6, 2012 Date Concrete Placed:
p August 8, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 53
Contractor: Tiseo Paving Company Project No.:211-0125
Concrete Supplier and Plant: Tiseo Paving - Dallas City of Coppell Project No.: ST-05-01
Location of Placement: Lake Forest Drive, Southbound Lane at Deforest Road
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2546H Time Sample Batched: 8:10 AM
. Cement: Time Sampled: 8:50 AM
Fly Ash: Sample Location: 20' N. of S. End, 6' W. of Lake
Forest Drive Centerline
Coarse Aggregate: Truck/Ticket No: 162/-
lntermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 86°F
Admixtures: Concrete Range: 88°F
Slump Range(inches): 2.5
1 Weather Conditions: Partly Cloudy
2 Tine Started: 7:00 AM
Added Water: 10 Gallons Time Completed: 10:15 AM
Sample Air Content(%): 5.8
Total Cubic Yards Placed: 30
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.)
DFR209 3 8/11/12 93,460 3,310
DFR210 28 9/5/12 118,640 4,211
2.5 �,,••
DER 211 28 9/5/12 114,680 160
DFR 212 H Hold
•
Test Methods Utilized Fracture Regular !`
ASTM C-31,C-39, C-143 (Unless Noted Otherwise) Cylinde a.,':
Remarks and/or Distribution:
cc: Mr. Larry Davis- City of C..p , Phone: 972-304-3684; via Fax: 9 2 '1.4-3
Mr. George Marshall -yf opell, Phone: 972-304- 562; via E r 1: gMarsha Acoppell .gov
Mr. Dan DeGroot - Bu Niple, Inc., Phone: 972-620-1255; vi --mail: r a .DeGroot @BurgessNiple.com
Mr. Robert Caudi - ving Company, Phone: 972-289-0723 via E-mail: rCaudillTiseoPaving.com
•
Mr. Walter Mit aving Company, via E-mail: bamoba.@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.
SEP-07-2012 04:50 P.02
A
AVA
Texas C `, 1 T, 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: September 6, 2012 Date Concrete Placed: August 29, 2012 Standard 6"x12"Cylinders-
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 63
Contractor: Texas Inlets Project No.:211-0125
Concrete Supplier and Plant: TXI / 140 City of Coppell Project No.: ST-05-01
Location of Placement: Inlet Sides
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274 Time Sample Batched: 1:31 PM
Cement: 6 Sk. Time Sampled: 2:19 PM
Fly Ash: Sample Location: Inlet @ SE Corner of Allen&
Deforest
Coarse Aggregate: 1" CS Truck/Ticket No: 3017/ 1472609
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 93°F
Admixtures: Concrete Range: 95°F
Slump Range(inches): 5.5
1 Admix/AEAI Weather Conditions: Clear .
2 Time Started: 1:00 PM
Added Water: ' Time Completed: 6:45 PM
Sample Air Content(%): 4.0
Total Cubic Yards Placed: 3
Required Strength (Lbs./sq.in.): 4,200
Specimen Measured Date Total Load Compressive Strength Remarks
Number Slump(in.) a• Tested (Lbs.) ( .
DFR249 9/5/12 111,140 3,93
DFR 250 9/26/12
5.5
DFR 251 28 9/26/12
DFR 252 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
Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @Ca1ConTex.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 0)-Oed-1-'---
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
SEP-07-2012 04:50 P.03
A is
Texas CMT, Inc.
AYA
Construction Materials Testing GEE ConSUItafltS, 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: September 6, 2012 Date Concrete Placed: August 29, 2012 Standard 6"x12"Cylinders-
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 64
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: Sidewalk- South Side of Deforest Road
MATERIALS Source SSD Batch Wts. OBSERVATION DATA
Description tion (Lb• ■Yd)
Mix Number: 10L11504 Time Sample Batched: 2:09 PM
Cement: Time Sampled: 3:19 PM
Sample Location: S.E.of 832 Deforest Rd.Residence
Fly Ash: E� Truck/Ticket No: 6126/25525335
Coarse Aggregate: Temperature:• . id
Intermediate Aggregate: �� Ambient Range: 93°F
/ Concrete Range: 95°F
Fine Aggregate: Slump Range(inches): 6.0
Admixtures: Weather Conditions Clear
1 Time Started: 1:00 PM
2 Time Completed: 6:45 PM
Added Water: Sample Air Content(%): 3.0
Total Cubic Yards Placed: 20
Required Strength(Lbs./se.' , 00
Specimen Measured Age Date Total Load Compres ' -.-.. -ngth Remarks
Number Slump(in.) (Days) Tested (Lbs.) ( •s./Sq.In.)
DFR 253 7 9/5/12 107,680 3,810
DFR254 28 9/26/12
6.0 28 9/26/12
DFR 255
DFR 256 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
Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @CalConTex.com
n
J
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.