DR1201-LR130830 (5) AUG-30-2013 04:50 P.01/01 A .
Texas CMT, Inca
•
Construction Materials Testing
and Environmental Consulting Post-it®Fax Note 'f7671 Date pages∎
10044 Monroe Drive • Dallas, Texas 75229 To`11gRY � V 15 From Te c curt, we.
(214) 35; Co./Dept to l G6r S f co.GEE C1)owso t.T• k
Phone# LG(,1-�,��ii�304_3 4,,, Phone#z 1/, jt�t2..,,%G35
Fax# �Z(�( 04-
-3 c 7p Fax# z i 414-3 z-. 6172_
REPORT OF CONCRETE MIX OBSERVA'____ . 1
Report Date: August 30, 2013 Date Concrete Placed: August 23, 2013 Standard 6"x12"Cylinders
Client City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: " --■Creekview Drive Roadway Improvements 2013, Coppell, Texas - Concrete Report No.: 06
Contractor: The Fain Group Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/P259
Location of Placement: Inlets in Adjacent Commercial Firelane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 101..1150, Time Sample Batched: 5:38 AM
Cement: j> Time Sampled: 7:33 AM
Fly Ash: Sample Location: Inlet at Sta. 2+60 •
Truck/Ticket No: 1265/25713888
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: ' 79°F
Fine Aggregate: �/ Concrete Range: 93°F
Admixtures: `�j Slump Range(inches): Not Tested
Ij� I / Weather Conditions: Partly Cloudy
1 — /Vu Time Started: 6:30 AM
2
1 Time Completed: 8:15 AM
Added Water: Sample Air Content(%): Not Tested ,
Total Cubic Yards Placed: 4 .
Required Strength(LbsJsq.in.): _ 4,000
Specimen Measured Age Date Total Load Compressive S.- :.. Remarks
Number Slump(in.) (Days) Tested (Lbs.) (L. .-.
CV 21 7 8/30/13 133,180 1,>-. n site arrival at 7:30 AM.
CV 22 28 9/20/13 one o
CV 23 Not Tested 28 9/20/13 set up. Sampled from pile of
concrete next to inlet.
CV 24 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:
f\Si a
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. Rod Lacy-The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
—7-1,./.44.1._____
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 report;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
AUG-30-2013 00:05 P.01/01
A.ATA Texas CMT, Inc.
Construction Materials Testing ( Post-it®Fax Note 7671 Date pegof
and Environmental Consulting J 1n�iQ f}y v) e, _!-ems ?� a ��
To�+rj�`f`�I �3 1i 0 7 From •I ems CM T) NBC.,
10044.Monroe Drive • Dallas, Texas 75229 • (214) 35'. Co./Dept. t-nlG f Lgsp. Co.G€£ cNCLILr, live
Phone# ( 7 3o 4.3,g4 Phone#2148 352_4;957
Fax# C - 3jJl _3r7 Fax# zI43sz- 6172-
REPORT OF CONCRETE MIX OBSERVA'I ivi l
Report Date: August 30, 2013 Date Concrete Placed: August 20, 2013 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 05
Contractor: The Fain Group Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete / P259
Location of Placement: Inlet Bottoms at Stations 3+99&4+04
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11504 Time Sample Batched: 3:30 PM
Cement: Time Sampled: 4:29 PM
Fly Ash: Sample Location: Inlet at Sta. 4+04 .
Truck/Ticket No: 1238/25711643
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: - 93°F
Fine Aggregate: Concrete Range: 93°F
Admixtures: Slump Range(inches): 3.5
Weather Conditions: Partly Cloudy •
I Time Started: 2:30 PM
2 Time Completed: 6:00 PM
•
Added Water: 2 Gallons Sample Air Content(%): 3.9
Total Cubic Yards Placed: 5
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.)
CV 17 7 8/27/13 127,860 4,520 Stand-by Time 3:30-4:00 PM
CV 18 3.5 28 9/17/13
CV 19 28 9/17/13
CV 20 H Hold
Test Methods Utilized Fracture Regular
ASTM C-3I, 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. Rod Lacy - The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
-",1/492.1/4_
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&It 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
AUG-29-2013 23:46 P.20
Texas AFT
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 30, 2013 Date Concrete Placed: July 29, 2013 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 01
Contractor: ARK Contracting Services Project No.: 213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/P259 '
Location of Placement: Grade Beam for Row#1 Passive Anchors
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10J11524 Time Sample Batched: 12:27 PM
Cement: Time Sampled: 1:42 PM
Sample Location: 60'-80'S. of N.End of Beam
Fly Ash: Truck/Ticket No: 1211 /25698097
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 92°F
Fine Aggregate: Concrete Range: 93°F
Slump Range(inches): 3.5
Admixtures: Weather Conditions: Partly Cloudy
1 Time Started: 1:00 PM
2 Time Completed; 3:00 PM
Added Water: Sample Air Content(%): 3.5
Total Cubic Yards Placed: 10
Required Strength(Lbs./sq.in.): 3,000
t
Specimen Measured Age Date Total Load Compressive Strength Remarks ,-
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
CV 1 7 8/5/13 95,000 3,360
CV 2 28 8/26/13 121,600 4,300
3.5
CV 3 28 8/26/13 124,740 4,410
CV 4 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:
* An excavator bucket was utilized to convey and place concrete from ready-mix truck discharge into beam.
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. Rod Lacy- The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
Mr. Ernie Fields - Walter P. Moore, Phone: 214-740-6251; via E-mail: efields @walterpmoore.com
Mr. Mark North - ARK Contracting,Phone: 817-478-7400; via E-mail: mnorth @arkcontractingservices.com
0)14/ .
Texas CMT, Inc. TBPE Firm: F-4521 • Reviewed by:
2
All letters and reports are for the exclusive use of the client to whom they are addressed and shell not be reproduced without the full approval of Texas CMT,Inc. The use of ow 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.
AUG-29-2013 23:46 P.21
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: Date Concrete Placed: Jul 31, 2013 Standard 6"x12"Cylinders
August 30, 2013 July
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 02
Project: Project No.:213-0134
Contractor: ARK Contracting Services
Concrete Supplier and Plant: Redi-Mix Concrete/ P.136
Location of Placement: Grade Beam for Row#1 Passive Anchors 1W thru 1BE
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10711524 Time Sample Batched: 11:55 AM
Time Sampled: 1:07 PM
Cement: Sample Location: 0'-20' S./S.W. of Anchor Location
Fly Ash: 1W
Coarse Aggregate: Truck/Ticket No: 1195/25699634
Intermediate Aggregate: Temperature:
Ambient Range: 95°F
Fine Aggregate: Concrete Range: 95°F
Admixtures: Slump Range (inches): 7.0
1 Weather Conditions: Clear
2 Time Started: 11:45 AM
Time Completed: 3:15 PM
Added Water: Sample Air Content(%): • 3.0
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.)
CV 5 7 8/7/13 66,900 2,370
CV 6 28 8/28/13 94,640 3,350 •
7.0**
CV 7 28 8/28/13 98,460 3,480
CV 8 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:
* An excavator bucket was utilized to convey and place concrete from ready-mix truck discharge into beam.
** Gregario of ARK Contracting was informed of slump.
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. Rod Lacy-The Fain Group, Phone: 817-927-4388;via E-mail: rlacy @faingp.com
Mr. Ernie Fields-Walter P. Moore, Phone:214-740-6251; via E-mail: efields @walterpmoore.com
Mr. Mark North- ARK Contracting, Phone: 817-478-7400; via E-mail: mnorth @ar.kcontractingservices.com
k. •i
Firm: F-4521 Reviewed by: �� �'�"�-
Texas CMT, Inc. TBPE name
letters and ttenras ro for her letters and d r p the client on y to the sample tested and/ordobservedtandreproduced
areo not necessarily o indicative 1pof the quantities of pparentlyhdenti al or our products.lve
our prior written approval. Our letters and reports apply Y
AUG-29-2013 23:46 P.22
C
Texas CHIT, 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: August 30, 2013 Date Concrete Placed: August 16, 2013 Standard 6"xl 2"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas - Concrete Report No.: 03
Contractor: ARK Contracting Services Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/P.259
Location of Placement: Grade Beam for Row#3 Anchors
MATERIALS Source/ Batch Wts. OBSERVATION DATA
(Lb
Description (Lbs/CuYd)
Mix Number: 10J11524 Time Sample Batched: 1:32 PM
Cement: Time Sampled: 2:43 PM
Fly Ash: Sample Location: 20' S.of N. End
Y Truck/Ticket No: 1264/25709688
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: - 86°F
Fine Aggregate: Concrete Range: 92°F
Slump Range(inches): 2.75
Admixtures: Weather Conditions: Clear
1 Time Started: 1:00 PM .
2 Time Completed: 4:30 PM
•
Added Water: 10 Gallons Sample Air Content(%): 3.2
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.ln.)
CV 9 7 8/23/13 96,800 3,420
CV 10 2.75 28 9/13/13
CV 11 28 9/13/13
CV 12 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:
* An excavator bucket was utilized to convey and place concrete from ready-mix truck discharge into beam.
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. Rod Lacy -The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
Mr. Ernie Fields- Walter P. Moore, Phone: 214-740-6251; via E-mail: efields @walterpmoore.com
Mr. Mark North- ARK Contracting, Phone: 817-478-7400; via E-mail: mnorth @arkcontractingservices.com
Reviewed b �.. ..
Texas CMT, Inc. TBPE Firm: F-4521 R 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.
AUG-29-2013 23:47 P.23
A ,Tex s C IT, Inc.
Al/A
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 30, 2013 Date Concrete Placed: August 19, 2013 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 04
Contractor: ARK Contracting Services Project No.:213-0134
Concrete Supplier and Plant: ,
Location of Placement: Western 1/3 of Grade Beam for Row#3 Anchors
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: Time Sample Batched:
Cement: Time Sampled:
Fly Ash: Sample Location:
Truck/Ticket No:
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: °F
Fine Aggregate: Concrete Range: °F
Admixtures: Slump Range(inches):
Weather Conditions: •
I Time Started:
2 Time Completed:
Added Water: Sample Air Content(%):
•
Total Cubic Yards Placed:
Required Strength(LbsJsq.in.): 3,000
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
CV 13 7 8/26/13 84,880 3,000
CV 14 28 9/16/13
CV 15 28 9/16/13
CV 16 H Hold
Test Methods Utilized Fracture Regular
ASTM C-31, C-39,C-143 (Unless Noted Otherwise) Cylinders Made By: Contractor
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. Rod Lacy-The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
Mr. Ernie Fields- Walter P. Moore, Phone: 214-740-6251; via E-mail: efields @walterpmoore.com
Mr. Mark North - ARK Contracting, Phone: 817478-7400; via E-mail: mnorth @arkcontractingservices.com .
Texas CMT, y
Inc. TBPE Firm: F-4521 Reviewed b : .
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.23