DR1201-LR130923 (2) SEP-25-2013 00:56 P.01 A
AyA,
`Text s C i T, Inc
C.PIP runes mIf„nff 1.sl.,Construction Materials Testing
and Environmental Consulting
Post-it®Fax Note 7671 Date pages■
J° 7
10044-Monroe Drive • Dallas, Texas 75229 • (214) 352.. TO l±./4-fRY N CD From T& ,35 c'-M )) WC
Co./Dept.E,j j j , Co.GCE- c co i t e t M
Phone# oilt C3�/•�_2/D4 Phone#01/t_ j�z_0;15-7
REPORT OF CONCRETE MIX OBSERVA7 Fax# \.��_J 0JI__3�70 Fax# Zi�3S�— ��7�
Report Date: September 23, 2013 Date Concrete Placed: August 16,2013 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.: 03
Contractor: ARK Contracting Services Project No.:213-0134
Concrete Supplier and PI r Redi-Mix Concrete/P.259
Location of Placement: Grade Beam for Row#3 Anchors
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description. (Lbs/CuYd)
Mix Number: 101 11524 Time Sample Batched: 1:32 PM
Cement: Time Sampled: 2:43 PM
Fly Ash: Sample Location: 20' S. of N. End
Truck/Ticket No: 1264/25709688
Coarse Aggregate: - Temperature:
Intermediate Aggregate: Ambient Range: 86°F •
Fine Aggregate: Concrete Range: 92°F
Admixtures: Slump Range(inches): 2 75
Weather Conditions: Clear
l
•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 r.3142(r-
CV 10 28 9/13/13 128,040 4,530
CV 11 2.75 28 9/13/13 128,860 4,560
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 7..<: 4; via x: 972-304-3570
Mr. George Marshall - City of Coppell, Phone: 04-3562; ia E-mail: gMarshall @coppelltx.gov
Mr. Rod Lacy - The Fain Group, Phone: 817.:- -438'; via E ail: rlacy @faingp.com
Mr. Ernie Fields - Walter P. Moore, Pho f4-740 •251; v'. E-mail: efields @walterpmoore.com
Mr. Mark North -ARK Contracting, P, % f' 7-47' 7400• ia E-mail: mno @arkcon ctingservices.
V j .
7 e
Texas 19-21:04,..._______,
xas CMT Inc. TBP '"4f '."'' F-4521 Revi ed by:
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be rep uced 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 die sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
SEP-25-2013 00:57 P.02
A Tex . s C y T, Inc.
AIWA
Consultants Inc.
GEE ,
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 23, 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:
Y 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:
Resuired Stren: (Lbs./sq.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 9/16/13 102,440 3,620
CV 15 28 9/16/13 109,140 3,860
CV 16 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: Contractor
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. 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
' 24.1:141' . ''' cS(----------. .
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,hsc. 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-25-2013 00:57 P.03
0
Texas C ,\ T, 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: September 23, 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: Inlets Bottoms at Stas. 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: 935' ,
Admixtures: Slump Range(inches): 3.5
Weather Conditions: Partly Cloudy-
] . 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 Concrete arrival scheduled
CV 18 28 9/17/13 147,280 5,210 between 3:30 &4:00 PM. -
CV 19 3 5 28 9/17/13 152,080 5,380 Stand-by from 3:30 to 4:00
PM.
CV 20 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. Rod Lacy - The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.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-25-2013 00:57 P.04
A
Texas CMT, Inc
1-A
Construction Materials Testing GEE COnSU ItaflIs, 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 23, 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: IOL11504 Time Sample Batched: 5:38 AM
Cement: 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: Slump Range(inches): Not Tested
Weather Conditions: Partly Cloudy
1 . Time Started: 6:30 AM
2 Time Completed: 8:15 AM
Added Water: Sample Air Content(%): Not Tested .
Total Cubic Yards Placed: 4
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 21 7 8/30/13 133,180 4,710 On site arrival at 7:30 AM.
CV 22 28 9/20/13 144,040 5,100 Concrete already starting to
CV 23 Not Tested 28 9/20/13 146,960 5,200 set up. Sampled from pile of •
concrete next to inlet.
CV 24 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: RG
ASTM C-31,C-39, C-143 L(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. Rod Lacy - The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
r
•
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-25-2013 00:57 P.05
C
• ATA
Texas C , ", T, Inc
Construction Materials Testing GEE C 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 23,2013 Date Concrete Placed: September 5, 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.: 08
Contractor. The Fain Group Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/P259
Location of Placement: Commercial Firelane Inlet Top &Junction Box Walls
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10J11524 Time Sample Batched: 9:24 AM
Cement: 5 Sack Time Sampled: 10:33 AM
Sample Location: Junction Box Walls at S.W. Portion
Fly Ash: of Project
Coarse Aggregate: Truck/Ticket No: 1321 /0108
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 89°F
Concrete Range: 94°F
Admixtures: Slump.Range(inches): 3.25
1 .
Conditions: Clear
2 Time Started: 9:30 AM •
Added Water: Time Completed: • 12:00 PM •
Sample Air Content(%): 3.1
Total Cubic Yards Placed: 10
Required Stren:h(Lbs./s'.in.): 4,000
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
CV 29 7 9/12/13 99,460 3,520 .
CV 30 3 25 28 10/3/13
CV 31 28 10/3/13
CV 32 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. Rod Lacy - The Fain Group, Phone: 817-927-4388;via E-mail: rlacy @faingp.com
' // ) r`7 `°'—
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-25-2013 00:57 P.06
+VI
Texas C ' T, 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: September 23, 2013 Date Concrete Placed: September 9, 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.: 09
Contractor: ARK Contracting Services Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/ P259
Location of Placement: Row#7 18" Beam
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10111524 Time Sample Batched: 12:28 PM
Cement: Time Sampled: 1:15 PM
Sample Location: Row 7 Beam, 0'-25' W.of E.End
Fly Ash: Truck/Ticket No: 1 168/25723026
Coarse Aggregate: Temperature: ,
Intermediate Aggregate: • Ambient Range: 89°F
Concrete Range: 96°F
Fine Aggregate: 4.0- .. .
Slump Range(inches):
Admixtures: Weather Conditions: Partly Cloudy
1 ' . Time'Started: 12:15 PM
2 Time Completed: 2:15 PM •
•
Added Water: Sample Air Content(%): Not Tested.
Total Cubic Yards Placed: 10
Re9uired 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 33 7 9/16/13 101,820 3,600 Arrived on site at 12:45 PM
CV 34 28 10/7/13 to perform rebar re-
4.0 inspection.
CV 35 28 10/7/13
CV 36 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. 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: mnor th @arkcontractingservices.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: a--4L---------
All our priors riitrten approval.the
Our letters and reports apply only to the ample tested and/ordobservedtand are not necessarily indicative the quantities es oof Inc. al or similar products.
TOTAL P.06