DR1201-LR130925 SEP-25-2013 03:08 P.01
0
AVA
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: September 25, 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: 1"""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
Post-ire Fax Note 7671 Date #of
pages
OBSERVATION DATA To j n0 f?y n,n1 J 1 t From T& C cMT�;•p,. ,
Time Sample Batched: 1:45 PM
Co./Dept.l�i�/ U r' �/ ^p co 1 J-n+C�
Time Sampled: 1:47 PM £/�� +' ���i i �� � �i 1 fvT' �'
Phone#
Sample Location: Anchor 3AM
Z.304...3a4 Phone# s
On L z 14�-s5�—� I 7
Temperature-Ambient Range: 82°F Fax# 411`,r^3 c70 Fax# i/l. ?j'z� �C7�
Temperature- Grout Range: 85°F `1'7
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 A �� .
Time Completed: 5:30 PM 1\2 r/ (/J, /lilt.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.) (Lb ./
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 28,280 7,0 i
CV 65 28 9/12/13 27,860 .,970
47
CV 66 28 9/12/13 25,000 6,250
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 V'1
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: agar_______.
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 03:08 P.02
A-,
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: September 25, 2013 Date Grout Placed: September 6, 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.: 14
Contractor: ARK Construction Project No.:213-0134
Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50# Bags), On-site Mixer ,
Location of Placement: Row#7 Anchors
OBSERVATION DATA
Time Sample Batched: 10:14 AM
Time Sampled: 10:15 AM
Sample Location: Anchor 7-B
Temperature-Ambient Range: 88°F
Temperature-Grout Range: 100°F .
Slump Range(inches): N.A. (I Gallon of water per 50 Pounds Bag of Grout Mix)
Weather Conditions: Partly Cloudy -
Time Started: 7:15 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 79 7 9/13/13 24,840 6,210 Note: mixing water had
CV 80 7 9/13/13 27,180 6,800 reddish (rusty) tint. .
CV 81 N A 7 9/13/13 26,020 6,510
CV 82 28 10/4/13
CV 83 28 10/4/13
CV 84 28 • 10/4/13
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:b OP4------
Y
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.02