DR1201-LR130725 JUL-25-2013 22:18 P.01/02
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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: July 25, 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 1C
Post-it®Fax Note 7671 Date pages
OBSERVATION DATA To(-A-f RY DP-Nit 5 From TEM$ CMT ,
Time Sample Batched: 2:15 PM Co./Dept r^ c,f tgSrt Co.�a�e- Ge�;coL1 IM
Time Sampled: 2:18 PM G� t� Phone# 2— 1S7
Sample Location: Anchor 1F Phone# 2:304-3 � t✓,�,-]j L.
Fax# ell
,. Fax# S Z' 697z_
Temperature-Ambient Range: 98°F ��L �= 7� � �
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 • , S
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
CV 5 28 8/9/13
CV 6 28 8/9/13
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
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 0,724 —°`�
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.
JUL-25-2013 22:18 P.02/02
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: July 25, 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 1S
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 Slump(in.) (Days) 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
CV 11 28 8/10/13
CV 12 28 8/10/13
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 @coppell
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 arc addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive
our prior wrinen 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.02