HomeMy WebLinkAboutTerracon - 4/02/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0146
Service Date: 04/02/18 2501 E Loop 820 N
Report Date: 05/01/18 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: 5,000
psi @ 28
days
Sample Date:
04/02/18 Sample Time: 1430
Sampled By:
Daniel Blocker
Mix ID: 9727
Weather Conditions:
Clear
Supplier: Argos
Accumulative Yards:
9 Batch Size (cy): 9
Batch Time: 1345
Plant:
123
Placement Method:
bucket
Truck No.: 1736
Ticket No.:
1232634
Water Added Before (gal):
0
Field Test Data
Water Added After (gal):
0
Sample Location:
Wall, Grid Line P5 -P6)
Test
Result
Specification
Placement Location:
Basement Level (Section A)
Slump (in):
5 1/2
5-7
Foundation Walls (ROO-2F), Gird
Air Content (%):
5.1
3-6
Line P5 -P6, see Elevation - E
Concrete Temp. (F):
60
50-95
Drawing
Ambient Temp. (F):
59
Plastic Unit Wt. (pcf):
145.6
Yield (Cu. Yds.):
44.0
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Avg Diam. Area
Date
Date Test Load
Strength Fracture Tested
No. ID (in)
(sq in)
Received
Tested (days) (lbs)
(psi) Type By
1 A 4.00
12.57
04/03/18
04/09/18 7 77,950
6,200 2
1 B 4.00
12.57
04/03/18
04/30/18 28 89,700
7,140 4
1 C 4.00
12.57
04/03/18
04/30/18 28 89,050
7,090 3
1 D 4.00
12.57
04/03/18
04/30/18 28 86,570
6,890 5
Average (28 days)
7,040
1 E
04/03/18
Hold
Initial Cure: Outside
Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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.: Daniel Blocker
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: 95181011.0146
Service Date: 04/02/18
Report Date: 05/01/18 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) Construction Management Group of Fair Oaks CA, 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: 95181011.0146
Service Date: 04/02/18 2501 E Loop 820 N
Report Date: 04/16/18 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: 5,000 psi @ 28 days
Mix ID: 9727
Supplier: Argos
Batch Time: 1345 Plant: 123
Truck No.: 1736 Ticket No.: 1232634
Field Test Data
Test
Result
Specification
Slump (in):
5 1/2
5-7
Air Content (%):
5.1
3-6
Concrete Temp. (F):
60
50-95
Ambient Temp. (F):
59
Sample Location:
Plastic Unit Wt. (pcf):
145.6
Basement Level (Section A)
Yield (Cu. Yds.):
44.0
12.57
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
0
Initial Cure: Outside
0
Comments:
Sample Date:
04/02/18 Sample Time: 1430
Sampled By:
Daniel Blocker
Weather Conditions:
Clear
Accumulative Yards:
9 Batch Size (cy): 9
Placement Method:
bucket
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Wall, Grid Line P5 -P6)
Placement Location:
Basement Level (Section A)
28
Foundation Walls (ROO-2F), Gird
12.57
Line P5 -P6, see Elevation - E
04/30/18
Drawing
Age at Maximum
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
12.57
04/03/18
04/09/18
7
77,950
12.57
04/03/18
04/30/18
28
12.57
04/03/18
04/30/18
28
12.57
04/03/18
04/30/18
28
04/03/18
Hold
Final Cure: Moist Room
Compressive
Strength Fracture Tested
(psi) Type By
6,200 2
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.: Daniel Blocker
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: 95181011.0146
Service Date: 04/02/18
Report Date: 04/16/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, 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: 95181011.0145
Service Date: 04/02/18 2501 E Loop 820 N
Report Date: 05/01/18 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: 3,000
psi @ 28
days
Sample Date:
04/02/18 Sample Time: 1330
Sampled By:
Daniel Blocker
Mix ID: 94586
Weather Conditions:
Clear
Supplier: Argos
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 1300
Plant:
123
Placement Method:
pump
Truck No.: 1736
Ticket No.:
12326379
Water Added Before (gal):
0
Water Added After (gal):
0
Field Test Data
Sample Location:
Pier, Grid Line C.4/13.8
Test
Result
Specification
Placement Location:
Drilled Piers, see report 95181011.
Slump (in):
5 1/2
5-7
0144
Air Content (%):
2.0
0-3
Concrete Temp. (F):
60
50-95
Ambient Temp. (F):
50
Plastic Unit Wt. (pcf):
148.8
Yield (Cu. Yds.):
44.8
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Avg Diam. Area
Date
Date Test Load
Strength Fracture Tested
No. ID (in)
(sq in)
Received
Tested (days) (lbs)
(psi) Type By
1 A 4.00
12.57
04/03/18
04/09/18 7 51,950
4,130 4
1 B 4.00
12.57
04/03/18
04/30/18 28 65,580
5,220 4
1 C 4.00
12.57
04/03/18
04/30/18 28 66,220
5,270 5
1 D 4.00
12.57
04/03/18
04/30/18 28 66,410
5,280 2
Average (28 days)
5,260
1 E
04/03/18
Hold
Initial Cure: Outside
Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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.: Daniel Blocker
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: 95181011.0145
Service Date: 04/02/18
Report Date: 05/01/18 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) Construction Management Group of Fair Oaks CA, 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: 95181011.0145
Service Date: 04/02/18 2501 E Loop 820 N
Report Date: 04/16/18 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: 3,000 psi @ 28 days
Mix ID:
94586
Supplier:
Argos
Batch Time:
1300
Truck No.:
1736
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Plant: 123
Ticket No.: 12326379
Set Specimen Avg Diam.
Result
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
1 E
0
Initial Cure: Outside
0
Comments:
5 1/2
2.0
60
50
148.8
44.8
Specification
5 -7
0-3
Sample Date:
04/02/18 Sample Time: 1330
Sampled By:
Daniel Blocker
Weather Conditions:
Clear
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Pier, Grid Line C.4/13.8
Placement Location:
Drilled Piers, see report 95181011.
28
0144
Age at Maximum
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
12.57
04/03/18
04/09/18
7
51,950
12.57
04/03/18
04/30/18
28
12.57
04/03/18
04/30/18
28
12.57
04/03/18
04/30/18
28
04/03/18
Hold
Final Cure: Moist Room
Compressive
Strength Fracture Tested
(psi) Type By
4,130 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.: Daniel Blocker
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: 95181011.0145
Service Date: 04/02/18
Report Date: 04/16/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, 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
DRILLED PIER OBSERVATION REPORT
Report Number: 95181011.0144
Irerracon
Service Date: 04/02/18 2501 E Loop 820 N
Report Date: 04/12/18 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.: Daniel Blocker
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: 95181011.0144
Service Date: April 2, 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: Dan Blocker
Pier Identification
C.4/13.8
E.2/13
Pier Diameter (in.)
36
42
Top of Ground Elevation (ft.)
622.33
622.25
Top of Pier Elevation (ft.)
622.31
622.25
Depth to Bearing Stratum from Ground (ft.)
18.0
18.0
Depth of Pier from Ground (ft.)
40.2
45.8
Required Penetration (ft.)
20.0
25.0
Actual Penetration (ft.)
22.2
27.8
Depth from Top of Concrete (ft.)
40.2
45.8
Condition of Bottom (wet or dry)
Dry
Dry
Plumb Within Tolerance (yes or no)
Yes
Yes
Casing Diameter (in.)
38
44
Cased Depth (ft.)
20.0
22.0
Number of Vertical Bars (ea.)
8
8
Reinforcing Bar Size (#)
8
9
Length of Vertical Bars (ft.)
39.6
44.5
Time Drilling was Completed
11:30 AM
2:00 PM
Time Concrete was Placed
2:50 PM
5:40 PM
Page 1 of 1
Distribution Page
Report Number: 95181011.0144
Service Date: 04/02/18
Report Date: 04/12/18
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
REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 95181011.0143
Irerracon
Service Date: 04/02/18 2501 E Loop 820 N
Report Date: 04/12/18 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 Sheets- PKS-440 Detail: Al, PKS-441 Detail: A3
Locations/Items Observed: Basement Elevator Wall- (P5 -P6/15-15.19)
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.: Daniel Moreno
Reported To:
Contractor: Manhattan
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: 95181011.0143
Service Date: 04/02/18
Report Date: 04/12/18
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
FIELD DENSITY TEST REPORT Irerracon
Report Number: 95181011.0142
Service Date: 04/02/18 2501 E Loop 820 N
Report Date: 04/12/18 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 Lab Test Data Project Requirements
Mat. Proctor
No. Ref. No.
1 95181011.0006
Field Test Data
Classification and Description
Dark Reddish Brown Sandy Clay
Test
No. Test Location
Laboratory
Test Method
ASTM D698
Optimum
Water Max. Lab Water
Content Density Content Compaction
(%) (pcf) (%) (%)
18.1 106.4 93
Probe Wet Water Water Dry Percent
Lift / Mat. Depth Density Content Content Density Compaction
Elev. No. (in) (pcf) (pcf) (%) (pcf) (%)
Exterior Basement Wall (P4/15-15.3)
1 P4/15.19 8
1 6
121.8
21.2
21.1
100.6
95
2 P4/15.1 8
1 6
122.0
21.8
21.8
100.2
94
(P4 -P5/15)
3 P4.3/15 1
1 6
126.4
25.3
25.0
101.1
95
4 P4.7/15 1
1 6
122.6
22.1
22.0
100.5
94
Datum: Moisture Condition.
Std.
Cut. M:672 Std. Cut.
D: 2048
S/N: 32312 Make: Troxler
Model:
3440
Last Cal. Date:
06/02/2016
Comments: Test and/or retest results on this report meet project requirements as noted above.
Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition (ASTM D-6938).
Terracon Rep.: Daniel Moreno
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list. Reviewed By:
__Lto Tul
Senior Project Manager
Test Methods: ASTM D6938
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.
cRoo07, 11-16-12, Rev.7 Page 1 of 1
Distribution Page
Report Number: 95181011.0142
Service Date: 04/02/18
Report Date: 04/12/18
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