HomeMy WebLinkAboutTerracon - 3/06/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0079
Service Date: 03/06/18 2501 E Loop 820 N
Report Date: 03/16/18 Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1792
Supplier: Argos
Batch Time: 1321 Plant: 104
Truck No.: 5087 Ticket No.: 10429901
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result
Specification
43/4
3-5
1.3
0-3
70
50-95
71
1
149.0
4.00
Laboratory Test Data
Set
Specimen
Avg Diam.
No.
ID
(in)
1
A
4.00
1
B
4.00
1
C
4.00
1
D
4.00
1
E
Initial Cure: Outside
Final Cure: Moist
Comments:
Sample Date:
03/06/18 Sample Time: 1400
Sampled By:
Michael Jocius
Weather Conditions:
Clear
Accumulative Yards:
9/25 Batch Size (cy): 9
Placement Method:
Bucket & lift
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Grid Line P7-15.4
Placement Location:
Grade Beam, Grid Lines P7-15.2 to
P7-16
Area
Date
Date
(sq in)
Received
Tested
12.57
03/07/18
03/13/18
12.57
03/07/18
04/03/18
12.57
03/07/18
04/03/18
12.57
03/07/18
04/03/18
03/07/18
Final Cure: Moist
Room
Age at Maximum
Test Load
(days) (lbs)
7 75,420
28
28
28
Hold
Compressive
Strength Fracture
(psi) Type
6,000 5
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Michael Jocius
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list.
Reviewed By:
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0079
Service Date: 03/06/18
Report Date: 03/16/18
Task:
Distribution List
(1) Coury Hospitality, mark@brookshc.com
(1)AECC Inc, leel@aeccinc.com
(1) City of Grapevine TX, curtisb@grapevinetexas.gov
(1) Manhattan Construction Co, bjensen@manhattanconstruction.com
(1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com
(1) Manhattan Construction Co, cpritchard@manhattanconstruction.com
(1) Manhattan Construction Co, drideau@manhattanconstruction.com
(1) Manhattan Construction Co, dsaiter@manhattanconstruction.com
(1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com
(1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0078
Service Date: 03/06/18 2501 E Loop 820 N
Report Date: 04/09/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 9211
Supplier: Argos
Batch Time: 1049 Plant: 110
Truck No.: 5048 Ticket No.: 11022021
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result
Specification
7 1/2
6-8
1.3
0-3
68
50-95
67
36-100
149.2
4.00
Laboratory Test Data
Set Specimen
Avg Diam.
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
Area
Date
(sq in)
Received
12.57
03/07/18
12.57
03/07/18
12.57
03/07/18
12.57
03/07/18
Sample Date:
03/06/18 Sample Time: 1210
Sampled By:
Michael Jocius
Weather Conditions:
Clear
Accumulative Yards:
10/70 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Pier P3-16.35
Placement Location:
Garage Piers
P3-16.3 5/P3 -16.45/P 1-16/P 11 -18/P2 -
16/P12 -18/P1-15.7
Age at Maximum
Date
Test
Load
Tested
(days)
(lbs)
03/13/18
7
68,580
04/03/18
28
84,340
04/03/18
28
80,880
04/03/18
28
83,620
Average (28 days)
1 E 03/07/18 Hold
Initial Cure: Outside Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Compressive
Strength
Fracture
(psi)
Type
5,460
4
6,710
4
6,440
5
6,650
2
6,600
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Michael Jocius
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list.
Reviewed By:
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0078
Service Date: 03/06/18
Report Date: 04/09/18 Revision 1 - 28 -day results
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) City of Grapevine TX, Curtis A Bergthold
(1) CMG Construction, Blake Cearley
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0078
Service Date: 03/06/18 2501 E Loop 820 N
Report Date: 03/16/18 Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
9211
Supplier:
Argos
Batch Time:
1049
Truck No.:
5048
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Plant: 110
Ticket No.: 11022021
Result
Specification
7 1/2
6-8
1.3
0-3
68
50-95
67
36-100
149.2
4.00
Laboratory Test Data
Set
Specimen
Avg Diam.
No.
ID
(in)
1
A
4.00
1
B
4.00
1
C
4.00
1
D
4.00
1
E
Initial Cure: Outside
Final Cure: Moist
Comments:
Sample Date:
03/06/18 Sample Time: 1210
Sampled By:
Michael Jocius
Weather Conditions:
Clear
Accumulative Yards:
10/70 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Pier P3-16.35
Placement Location:
Garage Piers
P3-16.3 5/P3 -16.45/P 1-16/P 11 -18/P2 -
16/P12 -18/P1-15.7
Area
Date
Date
(sq in)
Received
Tested
12.57
03/07/18
03/13/18
12.57
03/07/18
04/03/18
12.57
03/07/18
04/03/18
12.57
03/07/18
04/03/18
03/07/18
Final Cure: Moist
Room
Age at Maximum
Test Load
(days) (lbs)
7 68,580
28
28
28
Hold
Compressive
Strength Fracture
(psi) Type
5,460 4
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Michael Jocius
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0078
Service Date: 03/06/18
Report Date: 03/16/18
Task:
Distribution List
(1) Coury Hospitality, mark@brookshc.com
(1)AECC Inc, leel@aeccinc.com
(1) City of Grapevine TX, curtisb@grapevinetexas.gov
(1) Manhattan Construction Co, bjensen@manhattanconstruction.com
(1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com
(1) Manhattan Construction Co, cpritchard@manhattanconstruction.com
(1) Manhattan Construction Co, drideau@manhattanconstruction.com
(1) Manhattan Construction Co, dsaiter@manhattanconstruction.com
(1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com
(1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
DRILLED PIER OBSERVATION REPORT
Report Number: 95181011.0077
Irerracon
Service Date: 03/06/18 2501 E Loop 820 N
Report Date: 03/14/18 Fort Worth, TX 76118-6978
817-268-8600 Reg No: F-3272
Client Project
Coury Hospitality Grapevine Main Phase 1
Attn: Mark Brooks 815 South Main Street
7134 S Yale, Ste 400 Grapevine, TX 76051
Tulsa, OK 74136
Proiect Number: 95181011
On this date, a Terracon technician arrived at the above referenced jobsite as scheduled for Drilled Pier Observation. See attached sheet
for recorded data.
NOTE: Elevation data provided by others or taken from plans.
Services: Drilled Pier Observation
Terracon Rep.: Michael Jocius
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list.
Reviewed By:
�,Tuipa
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
sC0001, 10-16-13, Rev.10 Page 1 of 1
DRILLED PIER OBSERVATION
Report Number: 95181011.0077
Service Date: March 6, 2018
Client: Brooks Hospitality Consulting Corp
Attn: Mark Brooks
206 Oldenwood Ct
Colleyville, TX 76034
Driller: CMG
1 rerracon
2501 E. Loop 820 North
Fort Worth, Texas 76118
817-268-8600 Reg No: F-3272
Project:
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project No.: 95181011
Technician: Michael Jocius
Pier Identification
P3/16.35
P3/16.45
P1/16
P11/18
P2/16
P12/18
P1/15.7
Pier Diameter (in.)
24
24
36
36
48
24
36
Top of Ground Elevation (ft.)
629.24
650.08
629.81
627.32
629.95
626.75
629.52
Top of Pier Elevation (ft.)
631.08
626.58
631.08
623.25
631.08
622.58
631.08
Depth to Bearing Stratum from Ground (ft.)
25.0
25.0
25.0
27.0
25.0
24.0
25.0
Depth of Pier from Ground (ft.)
41.1
41.6
41.7
50.0
51.4
48.0
47.6
Required Penetration (ft.)
16.0
16.0
16.0
23.0
26.0
24.0
22.0
Actual Penetration (ft.)
16.1
16.6
16.7
23.0
26.4
24.0
22.6
Depth from Top of Concrete (ft.)
42.9
38.1
43.0
45.9
52.5
43.8
49.2
Condition of Bottom (wet or dry)
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Plumb Within Tolerance (yes or no)
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Casing Diameter (in.)
26
26
38
38
50
26
38
Cased Depth (ft.)
25.0
25.0
28.0
27.0
26.0
30.0
28.0
Number of Vertical Bars (ea.)
8
8
12
12
16
8
12
Reinforcing Bar Size (#)
8
8
9
9
10
8
9
Length of Vertical Bars (ft.)
45.4
40.6
45.5
48.4
55.0
46.3
51.7
Time Drilling was Completed
9:09 AM
10:18 AM
11:00 AM
12:40 PM
1:35 PM
3:40 PM
3:17 PM
Time Concrete was Placed
12:15 PM
12:35 PM
1:00 PM
2:20 PM
4:20 PM
6:25 PM
6:00 PM
Page 1 of 1
Distribution Page
Report Number: 95181011.0077
Service Date: 03/06/18
Report Date: 03/14/18
Task:
Distribution List
(1) Coury Hospitality, mark@brookshc.com
(1)AECC Inc, leel@aeccinc.com
(1) City of Grapevine TX, curtisb@grapevinetexas.gov
(1) Manhattan Construction Co, bjensen@manhattanconstruction.com
(1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com
(1) Manhattan Construction Co, cpritchard@manhattanconstruction.com
(1) Manhattan Construction Co, drideau@manhattanconstruction.com
(1) Manhattan Construction Co, dsaiter@manhattanconstruction.com
(1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com
(1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE SAMPLE PICK-UP REPORT
Report Number: 95181011.0075A
Irerracon
Service Date: 03/06/18 2501 E Loop 820 N
Report Date: 03/09/18 Fort Worth, TX 76118-6978
817-268-8600 Reg No: F-3272
Client Project
Coury Hospitality Grapevine Main Phase 1
Attn: Mark Brooks 815 South Main Street
7134 S Yale, Ste 400 Grapevine, TX 76051
Tulsa, OK 74136
Project Number: 95181011
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 9
Report No.: 95181011.0075
No. of Cylinders: 1 set of 4 — 4x8
Report No.: 95181011.0076
No. of Cylinders: 1 set of 5 — 4x8
Services:
Terracon Rep.: Michael Jocius
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�,T
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
sC0001, 10-16-13, Rev.10 Page 1 of I
Distribution Page
Report Number: 95181011.0075A
Service Date: 03/06/18
Report Date: 03/09/18
Task:
Distribution List
(1) Coury Hospitality, mark@brookshc.com
(1)AECC Inc, leel@aeccinc.com
(1) City of Grapevine TX, curtisb@grapevinetexas.gov
(1) Manhattan Construction Co, bjensen@manhattanconstruction.com
(1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com
(1) Manhattan Construction Co, cpritchard@manhattanconstruction.com
(1) Manhattan Construction Co, drideau@manhattanconstruction.com
(1) Manhattan Construction Co, dsaiter@manhattanconstruction.com
(1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com
(1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 95181011.0082
Irerracon
Service Date: 03/06/18 2501 E Loop 820 N
Report Date: 03/09/18 Fort Worth, TX 76118-6978
817-268-8600 Reg No: F-3272
Client Project
Coury Hospitality Grapevine Main Phase 1
Attn: Mark Brooks 815 South Main Street
7134 S Yale, Ste 400 Grapevine, TX 76051
Tulsa, OK 74136
Project Number: 95181011
PROJECT DATA
Drawings Utilized: Structural Sheet PKS300
Locations/Items Observed: Grade beam @ gridline P7-15.2 to P7-16
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings
Approved
X
Bar Length and Shape
X
Column Tie Spacing & Type
Bar Size
X
Proper Bar Placement
X
Stirrup Spacing & Type
X
Bar Grade
X
Properly Tied
X
Welded Splices
Rebar Clean
X
Dowel Bars in Place
X
Mechanical Splices
Trash & Debris Removed
X
Proper Ber Supports
X
Lapped Splices
X
Number of Bars
X
Proper Cover/Clearance
X
Discrepancies/Comments:
No discrepancies were noted at the time of this observation.
Services: Observation of Reinforcing Steel Placement
Terracon Rep.: Michael Jocius
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�njupa
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT0001, 5-5-10, Rev.7 Page 1 of 1
Distribution Page
Report Number: 95181011.0082
Service Date: 03/06/18
Report Date: 03/09/18
Task:
Distribution List
(1) Coury Hospitality, mark@brookshc.com
(1)AECC Inc, leel@aeccinc.com
(1) City of Grapevine TX, curtisb@grapevinetexas.gov
(1) Manhattan Construction Co, bjensen@manhattanconstruction.com
(1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com
(1) Manhattan Construction Co, cpritchard@manhattanconstruction.com
(1) Manhattan Construction Co, drideau@manhattanconstruction.com
(1) Manhattan Construction Co, dsaiter@manhattanconstruction.com
(1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com
(1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0079
Service Date: 03/06/18 2501 E Loop 820 N
Report Date: 04/09/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1792
Supplier: Argos
Batch Time: 1321 Plant: 104
Truck No.: 5087 Ticket No.: 10429901
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result
Specification
43/4
3-5
1.3
0-3
70
50-95
71
4.00
149.0
4.00
Laboratory Test Data
Set Specimen
Avg Diam.
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
Area
Date
(sq in)
Received
12.57
03/07/18
12.57
03/07/18
12.57
03/07/18
12.57
03/07/18
Sample Date:
03/06/18 Sample Time: 1400
Sampled By:
Michael Jocius
Weather Conditions:
Clear
Accumulative Yards:
9/25 Batch Size (cy): 9
Placement Method:
Bucket & lift
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Grid Line P7-15.4
Placement Location:
Grade Beam, Grid Lines P7-15.2 to
P7-16
Age at Maximum
Date
Test
Load
Tested
(days)
(lbs)
03/13/18
7
75,420
04/03/18
28
92,610
04/03/18
28
94,620
04/03/18
28
98,570
Average (28 days)
1 E 03/07/18 Hold
Initial Cure: Outside Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Compressive
Strength
Fracture
(psi)
Type
6,000
5
7,370
3
7,530
4
7,840
4
7,580
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Michael Jocius
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list.
Reviewed By:
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0079
Service Date: 03/06/18
Report Date: 04/09/18 Revision 1 - 28 -day results
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) City of Grapevine TX, Curtis A Bergthold
(1) CMG Construction, Blake Cearley
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600