DR1201-LR130830 AUG-29-2013 23:43 P.09
A .
AVA
Texas CMS, 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: August 30, 2013 Date Grout Placed: July 12, 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.: 01
Contractor: ARK Construction Project No.:213-0134
Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50#Bags), On-site Mixer
Location of Placement: Passive Anchors IF through 1I and IC
OBSERVATION DATA
Time Sample Batched: 2:15 PM
Time Sampled: 2:18 PM
Sample Location: Anchor 1F
Temperature-Ambient Range: 98°F
Temperature-Grout Range: 90°F
Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Clear
Time Started: 7:00 AM
Time Completed: 5:00 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 1 7 7/19/13 20,600 5,150
CV 2 7 7/19/13 20,900 5,230
CV 3 N A 7 7/19/13 22,300 5,580
CV 4 28 8/9/13 30,620 7,660
CV 5 28 8/9/13 29,700 7,430
CV 6 28 8/9/13 28,220 7,060
Test Methods Utilized Fracture Regular
ASTM C-109,C-39, (Unless Noted Otherwise) Specimens Made By: RG
C-143
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
' / A/
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.
AUG-29-2013 23:43
P.10
• 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 GROUT MIX OBSERVATION
Report Date: August 30, 2013 Date Grout Placed: July 13, 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.: 02
Contractor: ARK Construction Project No.:213-0134
Grout Supplier and Plant: Lyon* Premium Non-shrink Grout(50# Bags), On-site Mixer
Location of Placement: Passive Anchors 1J through is
OBSERVATION DATA
Time Sample Batched: 1:15 PM
Time Sampled: 1:18 PM
Sample Location: Anchor 1M
•
Temperature-Ambient Range: 96°F
Temperature-Grout Range: 98°F
Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Clear
Time Started: 7:00 AM
Time Completed: 4:30 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 Slum p(in.) (Da ys) Tested (Lbs.) (Lbs./Sq.In.)
CV 7 7 7/20/13 29,620 7,410
CV 8 7 7/20/13 29,580 7,400
CV 9 N A 7 7/20/13 29,000 7,250
CV 10 28 8/10/13 39,960 9,990
CV 11 28 8/10/13 36,540 9,140
CV 12 28 8/10/13 36,840 9,210
Test Methods Utilized Fracture Regular
ASTM C-109,C-39, (Unless Noted Otherwise) Specimens Made By: MR
C-143
Remarks and/or Distribution:
* The spec calls for Burke non-shrink grout manufactured by Edoco Construction Materials. Gregory of ARK •
Construction said the Lyons premium non-shrink grout was being used as it was approved by the City of
Coppell.
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. ov
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.
AUG-29-2013 23:44 P.11
0
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 GROUT MIX OBSERVATION
Report Date: August 30, 2013 Date Grout Placed: July 19, 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.: 03
Contractor: ARK Construction Project No.:213-0134
Grout Supplier and Plant. Lyon Premium Non-shrink Grout (50# Bags), On-site Mixer
Location of Placement: Passive Anchors IT through 1AE
OBSERVATION DATA
Time Sample Batched: 11:27 AM
Time Sampled: 11:29 AM
Sample Location: Anchor lU .
Temperature-Ambient Range: 86°F
Temperature-Grout Range: 87°F
Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Clear
Time Started: 9:00 AM
Time Completed: 5:15 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 13 7 7/26/13 22,800 5,700 Average 7-day strength
CV 14 7 7/26/13 22,960 5,740 of 3 cubes = 5,350 psi •
CV 15 N A 7 7/26/13 18,460 4,620
CV 16 28 8/16/13 29,620 7,410
CV 17 28 8/16/13 30,420 7,610
CV 18 28 8/16/13 30,680 7,670
Test Methods Utilized Fracture Regular
ASTM C-109, C-39, (Unless Noted Otherwise) Specimens Made By: MR
C-143
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: 0-211-14-4-----
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 23:44
P.12
C
:AFT
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: August 30, 2013 Date Grout Placed: July 20,2013 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.: 04-rev.
Contractor: ARK Construction Project No.:213-0134
Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50# Bags), On-site Mixer
Location of Placement: Passive Anchors 1AF through lAO
OBSERVATION DATA
Time Sample Batched: 10:45 AM
Time Sampled: 10:48 AM
Sample Location: Anchor 1AG
Temperature-Ambient Range: 86°F
Temperature- Grout Range: 90°F
Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix)
Tested sample exhibited relatively thinner consistency(higher flowability)compared to samples tested on previous
days.
Weather Conditions: Clear ,.
Time Started: 7:00 AM •
Time Completed: 4:30 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
in. Remarks
Number Slump( ) (Days) Tested (Lbs.) (Lbs./Sq.In.)
CV 19 7 7/27/13 16,140* 4,040* * Average 7-day strength
CV 20 7 7/27/13 14,360* 3,590* of 3 cubes = 4,120 psi.
CV 21 N A 7 7/27/13 18,920* 4,730** ** Not cast on perfectly
CV 22 28 8/17/13 26,300 6,580
CV 23 28 8/17/13 24,500 6,130 flat surface. Finished
CV 24 28 8/17/13 26,380 6,600 surface was irregular.
Test Methods Utilized Fracture Regular
ASTM C-109, C-39,C-I 107 (Unless Noted Otherwise) Specimens 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
Texas CMT, Inc. TBPE Firm: F-4521 • Reviewed by: /j� '�__
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 23:44
P.13
C
ATA
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 GROUT MIX OBSERVATION
Report Date: August 30, 2013 Date Grout Placed: July 22, 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.: 05 rev2.
Contractor: ARK Construction Project No.:213-0134
Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50#Bags), On-site Mixer
Location of Placement: Passive Anchors IAP through 1AW
OBSERVATION DATA
Time Sample Batched: 2:12 PM
Time Sampled: 2:14 PM
Sample Location: Anchor 1AQ
Temperature-Ambient Range: 96°F
Temperature-Grout Range: 92°F
Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix)
Tested sample exhibited thicker consistency compared to samples tested on previous days. Cubes began to set
prior to completion of casting and finishing.
Weather Conditions: Clear -
Time Started: 9:00 AM •
Time Completed: 5:45 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.ln.)
CV 25 7 7/29/13 15,740* 3,940* * Average 7-day strength
CV 26 7 7/29/13 16,140* 4,040* of 3 cubes = 4,030 psi.
CV 27 N A 7 7/29/13 16,460* 4,120*
CV 28 28 8/19/13 31,320 7,830
CV 29 28 8/19/13 33,440 8,360
CV 30 28 8/19/13 31,620 7,910
Test Methods Utilized Fracture Regular
ASTM C-109,C-39, C-1107 (Unless Noted Otherwise) Specimens 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
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 @arkcontractin • es.com
Texas CMT, Inc. TBPE Firm: F-4521 - Reviewed by: d • .
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 23:44
P.14
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: August 30, 2013 Date Grout Placed: July 23, 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.: 06
Contractor: ARK Construction Project No.:213-0134
Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50# Bags), On-site Mixer
Location of Placement: Passive Anchors lAX through 1BE
OBSERVATION DATA
Time Sample Batched: 2:43 PM
Time Sampled: 2:45 PM
Sample Location: Anchor lAZ •
Temperature-Ambient Range: 95°F
Temperature-Grout Range: 91°F
Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Clear
Time Started: 11:00 AM
Time Completed: 5:15 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 Slum p(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
CV 31 7 7/30/13 26,720 6,680 Average 7-day strength
CV 32 7 7/30/13 27,580 6,900 of 3 cubes = 6,840 psi •
CV 33 N A 7 7/30/13 27,780 6,950
CV 34 28 8/20/13 32,840 8,210
CV 35 28 8/20/13 29,600 7,400
CV 36 28 8/20/13 31,500 7,880 Voids on 1 Corner.
Test Methods Utilized Fracture Regular
ASTM C-109, C-39, C-1107 (Unless Noted Otherwise) Specimens 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
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: ( c ,,•.
All letters and reports are for the exclusive use of the diem 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 23:44 P.15
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 GROUT MIX OBSERVATION
Report Date: August 30, 2013 Date Grout Placed: August 7, 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.: 07
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 3A, 3B, 3E
OBSERVATION DATA
Time Sample Batched: 1:47 PM
Time Sampled: 1:49 PM
Sample Location: Anchor 313
•
Temperature-Ambient Range: 98°F
Temperature-Grout Range: 96°F
•
Slump Range(inches): N.A.(I Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Clear
Time Started: 7:30 AM
Time Completed: 3:15 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
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) Remarks
CV 37 7 8/14/13 32,880 8,220
CV 38 7 8/14/13 31,820 7,960
CV 39 N A 7 8/14/13 30,980 7,750
CV 40 28 9/4/13
CV 41 28 9/4/13
CV 42 28 9/4/13
Test Methods Utilized Fracture Regular
ASTM C-109, C-39,C-I 107 (Unless Noted Otherwise) Specimens 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
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:
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 23:45
P.16
c
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 GROUT MIX OBSERVATION
Report Date: August 30, 2013 Date Grout Placed: August 8, 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.: 08
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 #3
OBSERVATION DATA
Time Sample Batched: 10:15 AM
Time Sampled: 10:18 AM
Sample Location: Anchor 3M
Temperature-Ambient Range: 88°F
Temperature-Grout Range: 88°F •
Slump Range(inches): N.A.(1 Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Cloudy
Time Started: 6:30 AM 1:45 PM
Time Completed: 12:00 PM 5:00 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 43 7 8/15/13 22,440 5,610
CV 44 7 8/15/13 23,380 5,850 •
CV 45 N A 7 8/15/13 22,820 5,710
CV 46 28 9/5/13
CV 47 28 9/5/13
CV 48 28 9/5/13
Test Methods Utilized Fracture Regular
ASTM C-109, C-39,C-1107 (Unless Noted Otherwise) Specimens 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
,`
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.
AUG-29-2013 23:45
P.17
C
Tex . s 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: August 30, 2013 Date Grout Placed: August 9,2013 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.: 09
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#3
OBSERVATION DATA
Time Sample Batched: 10:45 AM
Time Sampled: 10:47 AM
Sample Location: Anchor 3Q
Temperature-Ambient Range: 88°F
Temperature- Grout Range: 95°F
' Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Cloudy
Time Started: 6:30 AM
Time Completed: 5:15 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 49 7 8/16/13 28,100 7,030
CV 50 7 8/16/13 24,200 6,050 .
CV 51 N A 7 8/16/13 29,600 7,400
CV 52 28 9/6/13 Started setting up on 52,
CV 53 28 9/6/13 53 & 54
CV 54 _ 28 9/6/13
Test Methods Utilized Fracture Regular
ASTM C-109, C-39, C-1107 (Unless Noted Otherwise) Specimens 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
92‘14614`
Texas CMT, Inc. TBPE Firm: F-4521 • Reviewed by: 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.
AUG-29-2013 23:45 P.18
C
Texas CMT, Inc.
Construction Materials Testing GEE COflSU ltants, 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: August 30, 2013 Date Grout Placed: August 12, 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.: 10
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#3
OBSERVATION DATA
Time Sample Batched: 10:27 AM
Time Sampled: 10:29 AM
Sample Location: Anchor 3AB
Temperature-Ambient Range: 86°F
Temperature-Grout Range: 90°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: 5:45 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
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) Remarks
CV 55 7 8/19/13 29,500 7,380 Voids in 55 to 57.
CV 56 7 8/19/13 30,180 7,550
CV 57 N A 7 8/19/13 29,220 7,310
CV 58 28 9/9/13 Started setting up on
CV 59 28 9/9/13 completion of molding
CV 60 28 9/9/13 of 59 & 60.
Test Methods Utilized Fracture Regular
ASTM C-109, C-39,C-1107 (Unless Noted Otherwise) Specimens 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
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by:
9--2:44.4.______
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 23:45 P.19
Texas CMT, Inc.
AtrA
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: August 30, 2013 Date Grout Placed: August 15, 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.: 11
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#3
OBSERVATION DATA
Time Sample Batched: 1:45 PM
Time Sampled: 1:47 PM
Sample Location: Anchor 3AM
Temperature- Ambient Range: 82°F
Temperature-Grout Range: 85°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: 5:30 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 61 7 8/22/13 22,100 5,530
CV 62 7 8/22/13 22,680 5,670 .
CV 63 N A 7 8/22/13 22,480 5,620
CV 64 28 9/12/13
CV 65 28 9/12/13
CV 66 28 9/12/13
Test Methods Utilized Fracture Regular
ASTM C-109,C-39, C-1107 (Unless Noted Otherwise) Specimens 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: gMrrshall@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: 0).....#4....._-_-
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.