ST0501-LR120831 SEP-03-2012 23:04 P.01/01
Texas C\ ; T, Inc.
c..... ,Construction Materials Testing
and Environmental Consulting Post-it®Fax pNote n X7/671 Date [pages
To .. /1 Rg j v I s From T ya7 eM 1
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352 Co./1Deptt JNS pcC.__R X66, o. 6.6, may)S 0I /A.Ni5
Phone# lfi72 704_S�54 Phone#.�'�.,37 .61 S7
Fax# 972-304-3_/ J `f5J7`6tFax#214:77cG�•Ks (t7�
REPORT OF CONCRETE MIX OBSERVAT
Report Date: August 31, 2012 Date Concrete Placed: August 2, 2012 Standard 6"x12"Cylinders -
Client: City of Coppell Cylinder Cross-sectional Ar .27 Squar Inches
Project: Deforest Road Reconstruction C ncrete Repo o.: 52
Contractor: Tiseo Paving Company Project No.-_11-0125
Concrete Supplier and Plant: Tiseo Paving City of Coppe Project No.: T-05-01
Location of Placement: Street- Intersections at Allen Rd. & MacArthur Blvd.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2546H Time Sample Batched: 10:40 AM
Cement: 6.0 Sk. Time Sampled: 11:21 AM
Fly Ash: Sample Location: 0' - 10' S. 0 729 A en Rd.
Walkway
Coarse Aggregate: ck/ cket No: -/-
Intermediate Aggregate: m ature:
Fine Aggregate: mbient Range: 95°F
Admixtures: Concrete Range: 91°F
Slump Range(inches): 6.0 .
1 Air Weather Conditions: Clear •
2 100R Time Started: 10:0 AM 41
Added Water: Time Completed: 1:0 PM •
Sample Air Content(%): 6.0
Total Cubic Yards Placed: 10
Required Strength(Lb q.in.):
Specimen Measured
,fj -'at e Total Load Compres),- rength t emarks •
Number Slump(in.) ', ested (Lbs.) �• ./Sq.ln.)
DFR205 :/6/12 51,100 1,810
ti r:/6/12 28-day ..mpressive strength
DFR 206 : 8/30/i2 67,980* 2,400* did not eet project
6.0
DFR 207 8/30/12 77,600* 2,740* require, ents
DFR 208 56 9/27/12
Test Methods Utilized Fracture.Regular
ASTM C-31, C-39, C-143 (Unle s Noted e -Ise) Cylinders Made By: MR
Remarks and/or Distribution:
e
cc: Mr. Larry Davis - City of C pp 1, Phone: 972-31, 684; via Fax: 972- !•- 1
Mr. George Marshall - Cry f C p ell, Phon" '72-304-3562; via E-mail: gMarshall @coppelltx.gov
Mr. Dan DeGroot-Burgess Niple, Inc., ' one: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com
Mr. Robert Caudill -Tiseo Paving Com'.ny, Phone: 972-289-0723; via E-mail: rCaudill @iis oPaving.com
Mr. Walter Mitchell - Tiseo Paving C' pany, via E-mail: barnobas @yahoo.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: (..,"
6----• .,:(,..._...___
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products,
TOTAL P.01
SEP-03-2012 23:42 P.01
A •
AVA
T
•
exas CMT, Inca
Construction Materials Testing Post-It®Fax Note 7671 Date ,pagoesr-
and Environmental Consulting . To / Jl n p v/ DA v Ts From �r'QxAs �a m y1
Co./(Depeptt 1N`I5ere7..02�F,4w. co. & CCV)s CA UIM6
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352- 1 Z(4 3 �`7 S
Phone#6172-304-3 3 Phone#• p 7
Fax#p•7z,304_35 70 Fax#2443 52-, 1�7--
REPORT OF CONCRETE MIX OBSERVATIviv
Report Date: August 31, 2012 Date Concrete Placed: July 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.: 42
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-Eastbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 7:27 AM
Cement: Time Sampled: 8:08 AM
Fly Ash: Sample Location: 15' - 25' E. of W. Edge of
MacArthur Intersection
Coarse Aggregate: Truck/Ticket No: -/63070556
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 84°F
Admixtures: Concrete Range: 95°F •
Slump Range(inches): 1.25
l Weather Conditions: Clear
2 • Time Started: 6:00 AM '
Added Water: Time Completed: 12:30 PM •
Sample Air Content(%): 4.0
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.In.)
DFR 165 7 8/6/12 128,640 4,550
DFR 166 28 8/27/12 156,220+ 5,530+
1.25
DFR 167 28 8/27/12 158,800+ 0.7620+
DFR 168 H Hold
Test Methods Utilized Fracture Regular
ASTM C-31, C-39,C-143 (Unless Noted Otherwise) Cylinders Made By: MR
Remarks and/or Distribution:
cc: Mr. Larry Davis- City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov
Mr. Dan DeGroot- Burgess & Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com
Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill @TiseoPaving.com .
Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com
(f7)....0.14._
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-03-2012 23:42 P.02
A
AVA
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: August 31, 2012 Date Concrete Placed: July 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.: 43
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- Eastbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 9:07 AM
Cement: Time Sampled: 9:38 AM
Fly Ash: Sample Location: 70' - 80' E. of Prestwick Ct.
Y Intersection
Coarse Aggregate: Truck/Ticket No: -/63070565
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 92°F
Concrete Range: 94°F
Admixtures: .
Slump Range(inches): 1.75
1 Weather Conditions: Clear
2 Time Started: 6:00 AM •
Added Water: Time Completed: 12:30 PM •
Sample Air Content(%): 4.5
Total Cubic Yards Placed: 120
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 169 7 8/6/12 139,240 4,930
DFR 170 28 8/27/12 158,100 5,5"i
DFR 171
1.75 75 28 8/27/12 161,840 dr-v
DFR 172 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 CoppelI, 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:
ail- .
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-03-2012 23:42 P.03
A
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: August 31, 2012 Date Concrete Placed: July 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.: 44
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- Eastbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 10:34 AM
Cement: Time Sampled: 11:01 AM
Fly Ash Sample Location: 15' - 25' W. of Inglenook Ct.
y : Intersection
Coarse Aggregate: Truck/Ticket No: -/63070576
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 94°F
Concrete Range: 97°F •
Admixtures:
Slump Range(inches): 1.25
1 Weather Conditions: Clear
2 Time Started: 6:00 AM
Added Water: Time Completed: 12:30 PM •
Sample Air Content(%): 4.0
Total Cubic Yards Placed: 229
Required Strength(Lbs./sq.in.): 3,600
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs.ISq.In.)
DFR 173 7 8/6/12 145,640 5,150
DFR 174 28 8/27/12 174,500 6,170
1.25
DFR 175 28 8/27/12 163,340 0
DFR 176 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
Texas exas CMT Inc. TBPE Firm: F-4521 Reviewed by: Z:4/52/4/4Ln..—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
out 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-03-2012 23:42 P.04
A
AVA
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: August 31, 2012 Date Concrete Placed: July 31, 2012 Standard 6'x12°Cylinders -
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 45
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 - Eastbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 6:09 AM
Cement: Time Sampled: 6:33 AM
Fly Ash: Sample Location: 150' - 160' W. of Stratford
y Intersection
Coarse Aggregate: Truck/Ticket No: -/63070589
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 81°F
Admixtures: Concrete Range: 94°F
Slump Range(inches): 1.0
1 Weather Conditions: Clear
2 Time Started: 5:00 AM
Added Water: Time Completed: 12:30 PM •
Sample Air Content(%): 3.5
Total Cubic Yards Placed: 50
Required Strength(Lbs./sq.in.): 3,600
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Stump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR 177 6 8/6/12 150,960 5,340
DFR 178 28 8/28/12 172,040+ , +
DER 179 1.0 28 8/28/12 171,080+ 6,050
DFR 180 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 @coppeiltx.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 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-03-2012 23:43 P.05
C
ATT
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: August 31, 2012 Date Concrete Placed: July 31, 2012 Standard 6"x12"Cylinders
Client City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 46
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- Eastbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 7:00 AM
• Cement: Time Sampled: 7:28 AM
Fly Ash: Sample Location: 25'-35' E. of Stratford Intersection
Y Truck/Ticket No: -/63070597
Coarse Aggregate: Temperature:
•
Intermediate Aggregate: Ambient Range: 82°F
Fine Aggregate: Concrete Range: 94°F
Admixtures: Slump Range(inches): 1.75
Weather Conditions: Clear
1 Time Started: 5:00 AM
2 Time Completed: 12:30 PM
Added Water: Sample Air Content(%): • 4.0 •
Total Cubic Yards Placed: 129
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 181 6 8/6/12 147,780 5,230
DFR 182 28 8/28/12 173,420+ 6,130+
1.75
DFR 183 28 8/28/12 175,060+ 6,190+
DFR 184 i 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 @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
netti:L________
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 shalt 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-03-2012 23:43 P.06
A
AYA Texas C \ T, Inca
Construction Materials Testing GEE Consultant 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: August 31, 2012 Date Concrete Placed: July 31, 2012 Standard 6"x12"Cylinders-
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 47
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 - Eastbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 7:58 AM
Cement: Time Sampled: 8:30 AM
Fly Ash: Sample Location: 25' - 35' W of 812 Deforest Rd. E.
Approach
Coarse Aggregate: Truck/Ticket No: -/63070607•Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 84°F
Admixtures: Concrete Range: 94°F
Slump Range(inches): 1.25
1 Weather Conditions: Clear .
2 • Time Started: 5:00 AM
Added Water: Time Completed: 12:30 PM •
Sample Air Content(%): 3.3
Total Cubic Yards Placed: 227
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 185 6 8/6/12 149,640 5,290
DFR 186 28 8/28/12 176,360+ 6,240+
1.25
DFR 187 28 8/28/12 184,420+ 6,520+
DFR 188 H Hold
Test Methods Utilized Fracture.Regular
ASTM C-31, C-39,C-143 (Unless Noted Otherwise) Cylinders Made By: MR
Remarks and/or Distribution:
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov
Mr. Dan DeGroot - Burgess &Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com
Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill @TiseoPaving.com
Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com
02:egL____
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-03-2012 23:43 P.07
A
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: August 31, 2012 Date Concrete Placed: July 31, 2012 Standard 6"x12"Cylinders -
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 48
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 - Eastbound Lane
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 9:18 AM
Cement: Time Sampled: 9:48 AM
Fly Ash: Sample Location: 2' W. to 10' E. of 820 Deforest Rd.
Mailbox
Coarse Aggregate: • Truck/Ticket No: -/63070616
Intermediate Aggregate: Temperature:
•
Fine Aggregate: Ambient Range: 87°F
Admixtures: Concrete Range: 95°F
Slump Range(inches): 1.25
1 Weather Conditions: Clear .
2 Time Started: 5:00 AM
Added Water: Time Completed: • 12:30 PM •
Sample Air Content(%): 3.5
Total Cubic Yards Placed: 316
Required Strength(Lbs./sq.in.): 3,600
Specimen Measured Age Date Total Load Compressive Strength Remarks .
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
DFR 189 6 8/6/12 150,320 5,320
DFR 190 28 8/28/12 185,860+ 6,570+
1.25
DFR 191 28 8/28/12 187,640+ 6,640+
DFR 192 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
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 andlor observed and are not necessarily indicative of the quantifies of apparently identical or similar products.
SEP-03-2012 23:43 P.08
C
AWI 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: August 31, 2012 Date Concrete Placed: July 31, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 49
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-Eastbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 10:31 AM
Cement: Time Sampled: 10:57 AM
Fly Ash: Sample Location: 15' - 25' E. of 832 Deforest Rd.
Mailbox
Coarse Aggregate: • Truck/Ticket No: -/63070626
•
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 92°F
Admixtures: Concrete Range: 97°F •
1 Slump Range(inches): 1.75
Weather Conditions: Clear .•
2 Time Started: 5:00 AM
Added Water: Time Completed: 12:30 PM •
Sample Air Content(%): 3.5
Total Cubic Yards Placed: 414
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 193 6 8/6/12 147,400 5,210
DFR 194 28 8/28/12 182,680 6,460
1.75
DFR 195 28 8/28/12 176,680 6,250
DFR 196 H Hold
Test Methods Utilized Fracture Regular
ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: MR
Remarks and/or Distribution:
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. George Marshall-City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov
Mr. Dan DeGroot - Burgess& Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com
Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill@TiseoPaving.com
Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com
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-03-2012 23:44 P.09
A
Texas CMT, Inc.
A-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: August 31, 2012 Date Concrete Placed: August 1, 2012 Standard 6"x12"Cylinders-
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 50
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: Street - Eastbound Lane
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 6:50 AM
Cement: Time Sampled: 7:27 AM
Fly Ash: Sample Location: 0' - 15' W. of Castlecreek Dr.
Intersection
Coarse Aggregate: Truck/Ticket No: -/62934712
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 83°F
Admixtures: Concrete Range: 93°F
Slump Range(inches): 2.0 ..
I Weather Conditions: Clear•2 Time Started: 5:00 AM
Added Water: Time Completed: 10:30 AM
Sample Air Content(%): 4.0
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.In.)
DFR 197 5 8/6/12 120,820 4,270
DFR 198 2.0 28 8/29/12 158,440+ 5,600+
DFR 199 28 8/29/12 159,840+ 5,650+
DFR 200 H Hold
Test Methods Utilized Fracture Regular
ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Cylinders Made By: MR
Remarks and/or Distribution:
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. George Marshall -City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov
Mr. Dan DeGroot-Burgess &Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com
Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill @TiseoPaving.com ;
SEP-03-2012 23:44 P. 10
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: August 31, 2012 Date Concrete Placed: August 1, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction • Concrete Report No.: 51
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: Street -Eastbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1551 Time Sample Batched: 8:29 AM
. Cement: Time Sampled: 9:06 AM
Fly Ash: Sample Location: 5' - 20' W. of 844 Deforest Rd. E.
Approach
Coarse Aggregate: • Truck/Ticket No: -/62934723
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 88°F
Concrete Range: 93°F
Admixtures: Slump Range(inches): 1.5
i Weather Conditions: Clear .
2 Time Started: 5:00 AM•
Added Water: Time Completed: 10:30 AM •
Sample Air Content(%): 3.5
Total Cubic Yards Placed: 109
Required Strength(Lbs.lsq.in.): 3,600
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR201 5 8/6/12 145,760 5,160
DFR202 28 8/29/12 164,500+ 5,820+
DFR 203 1.5 28 8/29/12 164,500+ 5,820+
DFR 204 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
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: fA
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-03-2012 23:45 P.14
A
Texas CMT, Inca
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: August 31, 2012 Date Concrete Placed: August 22, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 61
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, S. Side of Deforest Road
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10J11504 Time Sample Batched: 1:24 PM
Cement: Time Sampled: 2:20 PM
Fly Ash: Sample Location: 20'East of Prestwick Ct.
Truck/Ticket No: 6129/25521198
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 88°F
Fine Aggregate: Concrete Range: 89°F
•
Admixtures: Slump Range(inches): 3.75
Weather Conditions: Clear
1 Time Started: 12:30 PM •
•
2 Time Completed: 3:45 PM .
Added Water: 10 Gallons Sample Air Content(%): No Test
Total Cubic Yards Placed: 10
Required Strength(Lbs./sq.in.): 3,000
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR 241 7 8/29/12 111,000 3,930
DFR 242 28 9/19/12
DFR243 3.75 28 9/19/12
DFR 244 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 @CalCon Tex.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: —
�=.' �Ek---
Alt 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-03-2012 23:46 P.18
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 IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.29 (211-0125 /ST-05-01) Method:ASTM D6938 D698 Page 1 of 1 -
Client:City of Coppell Material Description Maximum Optimum
Dry Moisture
Project:Deforest Road Reconstruction Density Content
(Lbs/CuFt) Percent
Test Date:August 29,2012 1 Yellowish Brown Clayey Sand with Dark 115.5 12.4
Gray Silty Clay(Mixed)
2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9
Report Date:August 31,2012 Fragments and Yellowish Brown Clayey Sand
3 Dark Gray Silty Clay with Occasional 104.0 15.0
Required Density(%):Min.95% Aggregate
4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3
Required Moisture(%):Clay:OMC+5%; 5 Dark Gray Clay 101.5 17.9
Sand:OMC±3%; 6 Yellowish Brown Silty Sand with Sandy Clay 108.6 13.0
Cement-treated:OMC-2 to+3%; Balls
Lime-treated:OMC-2 to+4% 7 Dark Gray and Dark Brown Clay 100.4 22.2
8 Reddish Brown Clayey Sand(Cement 105.6 17.2
Treated)
•
9 Brown and Reddish Brown Silty Clay with 112.4 14.3
Occasional Gravel(Lime Treated) •
10 Dark Brown Silty Clay(Lime Treated) 106.1 15.1
Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent
No. Depth Dry Density Moisture Compaction
(inches) (Lbs/Cu.Ft.) Content(%) (%)
75 6 6 Sidewalk Subgrade at S.Side of Deforest 111.5 10.9 102.7
Road,Sta.21+30
76 6 6 Sidewalk Subgrade at S.Side of Deforest 104.3 11.7 96.0
Road,Sta.23+90
Test results meet project specifications
•
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:
letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
TOTAL P.18