DR1201-LR131024 (2) OCT-31-2013 22:05 P.07
0
Texas CMT, Inc.
ATE ,
Construction Materials Test 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 24, 2013 Date Concrete Placed: September 24,2013 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.: 10
Contractor. The Fain Group Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/P259 •
Location of Placement: Westbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11524 Time Sample Batched: 6:34 AM
Cement: Time Sampled: 7:37 AM
Fly Ash: Sample Location: Sta. 4+80
Truck/Ticket No: 1238/25731205
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: • 65°F
Fine Aggregate: Concrete Range: 86°F
Admixtures: Slump Range(inches): 1.5.. .
Weather Conditions: Clear
1 NR Time Started: 6:00 AM
2 Air Time Completed: 2:15 PM .
Added Water: 10 Gallons Sample Air Content(%): 2.5
Total Cubic Yards Placed: 20
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 37 7 10/1/13 144,300 5,100
CV 38 1.5 28 10/22/13 156,540+ 5,540+
CV 39 28 10/22/13 158,520+ 5,610+
CV 40 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:
* SYB concrete foreman was informed of air content test result.
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.
OCT-31-2013 22:05 P.08
A
Texas C\ T9 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 24, 2013 Date Concrete Placed: September 24,2013 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.: 11
Contractor. The Fain Group Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/P259
Location of Placement: Westbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11524 Time Sample Batched: 9:08 AM
Cement: Time Sampled: 10:02 AM•Fly Ash: Sample Location: Sta.3+15
Truck/Ticket No: 1237/25731389
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 78°F
Fine Aggregate: Concrete Range: 86°F
Admixtures: Slump Range(inches): 3.0.. -
Weather Conditions: Clear
1 NR Time Started: 6:00 AM •
2 Air Time Completed: 2:15 PM .
Added Water: 10 Gallons Sample Air Content(%): 5.0
Total Cubic Yards Placed:' 120
Required Strength(Lbsisq.in.): 4,000
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
CV 41 7 10/1/13 117,460 4,150
CV 42 3.0 28 10/22/13 157,380 5,570
CV 43 28 10/22/13 158,460 5,610
CV 44 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:
* SYB concrete foreman was informed of slump and air content test results.
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 CM T, I nc. TBPE Firm: F-4521 Reviewed eviewed b : aliata-- --.
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-31-2013 22:05 P•09
•
A
Texas C \ I T, Inc
AVA
Construction Materials Testing GEE Consultant Inc.
and Environmental Consulting
10044 Monroe Drive • DaIlas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: October 24, 2013 Date Concrete Placed: September 24,2013 Standard 6"xI2"Cylinders
Client: City of Coppell • Cylinder Cross-sectional Area:2827 Square Inches
Project Creekview Drive Roadway Improvements 2013, Coppell,Texas Concrete Report No.: 13
Contractor: The Fain Group Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/P259
Location of Placement Westbound Lane
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11524 Time Sample Batched: 11:36 AM
Cement: Time Sampled: 12:31 PM
Fly Ash: Sample Location: Sta. 1+40
Truck/Ticket No: 1257/25731575
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: . 93°F
Fine Aggregate: Concrete Range: 91°F
Admixtures: Slump Range(inches): 2.75.
1 NR Weather Conditions: Clear .
Time Started: 6:00 AM •
2 Air Time Completed: 2:15 PM
•
Added Water: Sample Air Content(%): 4.0
•
Total Cubic Yards Placed: 220
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 47 7 10/1/13 124,320 4,400
CV 48 28 10/22/13 157,200 5,560
CV 49
2.75 28 10/22/13 153,220 5,420
CV 50 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. Rod Lacy- The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com
if J ' '
Texas CMT. 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.09
OCT-31-2013 22:15 P.01
Alt ATA
Texas 'MT, 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 GROUT MIX OBSERVATION
Report Date: October 24, 2013 Date Grout Placed: August 24, 2013 • Standard 2"x2"Cubes
Client: City of Coppell, Texas Cube Cross-sectional Area:4.0 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Grout Report No.: 12
Contractor: ARK Construction Project No.:213-0134
Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50#Baps), On-site Mixer,
Location of Placement: Active Anchors -Row#5
Post-if Fax Note 7671 Date Ipey°es■
OBSERVATION DATA To 1-4IZRY DilV f S From T&)(PS CNT,L ,
Time Sample Batched: 9:58 AM Co./Dept.EAI GGr TA Sfr Co.G>-£ CD SU LT. Ilk.
Time Sampled: 10:00 AM Phone It r!,2 2 Phone#`'/1_ jci� 57
Sample Location: Anchor 5K q ` ' L �o~3 g4 4-3s--z_-`�"
Temperature-Ambient Range: 90°F Fax* _\- 3 o4 5-70 Fax# Z( 497
Temperature-Grout Range: 93°F
Slump Range(inches): N.A.(1 Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Clear - • .
Time Started: 6:45 AM
Time Completed: 4:00 PM
Sample Air Content(%): N.A. .
Total Cubic Yards Placed: N.A.
Required Strength(Lbs./sq.in.): 5,000 psi at 7-days
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
CV 67 7 8/31/13 27,580 6,900
CV 68 7 8/31/13 27,360 6,840
CV 69 N.A 7 8/31/13 28,280 7,070
CV 70 28 9/21/13 32,180 8,050
CV 71 28 9/21/13 31,940 7,990
CV 72 28 . 9/21/13 33,320 8,330
Test Methods Utilized Fracture Regular Specimens Made By: MR C-109, C-39,C-1107 (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
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: aff",14"----
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-31-2013 22:15 P.02
C
ATA
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 GROUT MIX OBSERVATION
Report Date: October 24, 2013 Date Grout Placed: August 26, 2013 ' Standard 2"x2"Cubes
Client: City of Coppell, Texas Cube Cross-sectional Area:4.0 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Grout Report No.: 13
Contractor: ARK Construction Project No.:213-0134
Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50# Bags), On-site Mixer .
Location of Placement: Active Anchors- Row#5 - W. End
OBSERVATION DATA
Time Sample Batched: 1:23 PM
Time Sampled: 1:25 PM
Sample Location: Anchor 5T
Temperature-Ambient Range: 97°F
Temperature-Grout Range: 104°F •
Slump Range(inches): N.A.(1 Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Partly Cloudy -
Time Started: 7:00 AM
Time Completed: 4:00 PM
•
Sample Air Content(%): N.A. •
Total Cubic Yards Placed: N.A. •
Required Strength(Lbs./sq.in.): 5,000 psi at 7-days
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs_) (Lbs./Sq.In.)
CV 73 8 9/3/13 25,700 6,430 Cubes exhibit slight cold
CV 74 8 9/3/13 25,740 6,440 joint between layers 1 & .
CV 75 N A 8 9/3/13 28,140 7,040 2
CV 76 28 9/23/13 30,020 7,510
CV 77 28 9/23/13 30,040 7,510
CV 78 28 9/23/13 31,960 7,990
Test Methods Utilized Fracture Regular Specimens Made By: RG
ASTM C-109,C-39, C-I 107 (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
()-2„.-4,1.1.____
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
ow 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-31-2013 22:15 P.03
A
ATA Texas C`\ 1 T, Inc.
•
•
Construction Materials Testing GEE cOflsultants, 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 24, 2013 Date Concrete Placed:
August 30, 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.: 07
Contractor. ARK Contracting Services Project No.:213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/P259
Location of Placement Row #5 18" Beam
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10J11524 Time Sample Batched: 2:20 PM
Cement: Time Sampled: 3:35 PM
Fly Ash: Sample Location: Row 5 Beam, 30'S. of N. End
Truck/Ticket No: I383 /25719157
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: • 100°F
Fine Aggregate: Concrete Range: 96°F
Admixtures: Slump Range(inches): 3.Q .
•
Weather Conditions: Clear '
1 Time Started: 2:00 PM .
2 Time Completed: 4:45 PM
Added Water: Sample Air Content(%): 4.2
Total Cubic Yards Placed: 10
Required Strength(Lbsisq.in.): 3,000
Specimen Measured Age Date Total Load Compressive Strength
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) Remarks
CV 25 7 9/6/13 80,680 2,850 Stand-by on site from 2:28
CV 26 3 0 28 9/27/13 111,900 3,960 PM to 3:15 PM. Waiting for
CV 27 28 9/27/13 110,580 3,910 concrete.
CV 28 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. 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
/a'
Texas CMT, 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.03