HomeMy WebLinkAboutTerracon - 4/06/2018CONCRETE SAMPLE PICK-UP REPORT
Report Number: 95181011.0161A
Irerracon
Service Date: 04/06/18 2501 E Loop 820 N
Report Date: 04/16/18 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.: 95181011.0161
No. of Cylinders: 1 set of 5 and 1 set of 4 cylinders
Services:
Terracon Rep.: Christopher Thompson
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: 95181011.0161A
Service Date: 04/06/18
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 SAMPLE PICK-UP REPORT
Report Number: 95181011.0160A
Irerracon
Service Date: 04/06/18 2501 E Loop 820 N
Report Date: 04/16/18 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: 5
Report No.: 95181011.0160
No. of Cylinders: 1 set of 5 cylinders
Services:
Terracon Rep.: Christopher Thompson
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: 95181011.0160A
Service Date: 04/06/18
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
FIELD DENSITY TEST REPORT Irerracon
Report Number: 95181011.0159
Service Date: 04/06/18 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 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
-1/+3
+95
Probe Wet Water Water Dry Percent
Lift / Mat. Depth Density Content Content Density Compaction
Elev. No. (in) (pcf) (pcf) (%) (pcf) (%)
Water line 1 Backfill
1 STA 7+00
Final 1
6
124.9
18.2
17.1
106.7
100
2 STA 8+00
Final 1
6
130.6
19.6
17.7
111.0
100+
3 STA 9+00
Final 1
6
130.0
21.4
19.7
108.6
100+
Lot C sewer Line backfill
4 STA 2+00
Final 1
6
130.2
19.7
17.8
110.5
100+
Datum:
S/N: Make: Model: Last Cal. Date:
Comments: Test and/or retest results on this report meet project requirements as noted above.
Services:
Terracon Rep.: Brandon Martin
Reported To: David with Manhattan
Contractor:
Report Distribution:
See attached distribution list.
Test Methods: ASTM D6938
Reviewed By: _
--Lto Tul
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.
cRoo07, 11-16-12, Rev.7 Page 1 of 1
Distribution Page
Report Number: 95181011.0159
Service Date: 04/06/18
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: 95181011.0158
Service Date: 04/06/18 2501 E Loop 820 N
Report Date: 05/09/18 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: 3,000
psi @ 28
days
Sample Date:
04/06/18 Sample Time: 1215
Sampled By:
Daniel Blocker
Mix ID: 9458
Weather Conditions:
clear
Supplier: Argos
Accumulative Yards:
20 Batch Size (cy): 10
Batch Time: 1200
Plant:
110
Placement Method:
pump
Truck No.:
Ticket No.:
11023935
Water Added Before (gal):
Field Test Data
Water Added After (gal):
Sample Location:
piers @ GL (F.2/6.2)
Test
Result
Specification Placement Location:
see report 0157
Slump (in):
6
5-7
Air Content (%):
2.0
0-3
Concrete Temp. (F):
65
50-95
Ambient Temp. (F):
75
35-100
Plastic Unit Wt. (pcf):
147.6
Yield (Cu. Yds.):
44.5
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
04/13/18 7 48,300
3,840 4
1 B 4.00
12.57
05/04/18 28 65,490
5,210 4
1 C 4.00
12.57
05/04/18 28 67,770
5,390 2
1 D 4.00
12.57
05/04/18 28 69,590
5,540 4
Average (28 days)
5,380
1 E
Hold
Initial Cure: Inside
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:
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: 95181011.0158
Service Date: 04/06/18
Report Date: 05/09/18 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) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(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: 95181011.0158
Service Date: 04/06/18 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: 9458
Supplier: Argos
Batch Time: 1200
Plant:
110
Truck No.:
Ticket No.:
11023935
Field Test Data
4.00
1 D
Test
Result
Specification
Slump (in):
6
5-7
Air Content (%):
2.0
0-3
Concrete Temp. (F):
65
50-95
Ambient Temp. (F):
75
35-100
Plastic Unit Wt. (pcf):
147.6
Hold
Yield (Cu. Yds.):
44.5
Final Cure: Moist Room
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
48,300
Initial Cure: Outside
05/04/18
Comments:
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at Maximum
Area
Date Date
Test
Load
(sq in)
Received Tested
(days)
(lbs)
12.57
04/13/18
7
48,300
12.57
05/04/18
28
12.57
05/04/18
28
12.57
05/04/18
28
Hold
Final Cure: Moist Room
04/06/18 Sample Time: 1215
Daniel Blocker
clear
20 Batch Size (cy): 10
PUMP
piers @ GL (F.2/6.2)
see report 0157
Compressive
Strength Fracture Tested
(psi) Type By
3,840 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: 95181011.0158
Service Date: 04/06/18
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: 95181011.0157
Irerracon
Service Date: 04/06/18 2501 E Loop 820 N
Report Date: 07/02/18 Revision 1 - rebar 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: 95181011.0157
Service Date: April 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: Dan Blocker
Pier Identification
E.2/6.7
F.2/6.2
D/5.6
E/5.6
F/5.6
Pier Diameter (in.)
24
24
42
42
42
Top of Ground Elevation (ft.)
623.00
623.47
623.66
623.74
623.84
Top of Pier Elevation (ft.)
615.00
615.00
622.25
622.25
622.25
Depth to Bearing Stratum from Ground (ft.)
18.0
18.0
18.0
18.0
18.0
Depth of Pier from Ground (ft.)
29.9
28.3
43.2
43.1
43.3
Required Penetration (ft.)
10.0
10.0
25.0
25.0
25.0
Actual Penetration (ft.)
11.9
10.3
25.2
25.1
25.3
Depth from Top of Concrete (ft.)
21.9
20.3
41.8
41.6
41.8
Condition of Bottom (wet or dry)
Dry
Dry
Dry
Dry
Dry
Plumb Within Tolerance (yes or no)
Yes
Yes
Yes
Yes
Yes
Casing Diameter (in.)
26
26
44
44
44
Cased Depth (ft.)
20.0
22.0
20.0
22.0
22.0
Number of Vertical Bars (ea.)
6
6
8
8
8
Reinforcing Bar Size (#)
6
6
9
9
9
Length of Vertical Bars (ft.)
24.1
22.0
41.3
41.2
41.2
Time Drilling was Completed
8:00 AM
9:00 AM
10:00 AM
12:00 PM
1:00 PM
Time Concrete was Placed
1:30 PM
2:00 PM
2:30 PM
3:00 PM
3:30 PM
Page 1 of 1
Distribution Page
Report Number: 95181011.0157
Service Date: 04/06/18
Report Date: 07/02/18 Revision 1 - rebar
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(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: 95181011.0157
Irerracon
Service Date: 04/06/18 2501 E Loop 820 N
Report Date: 04/18/18 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: 95181011.0157
Service Date: April 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: Dan Blocker
Pier Identification
E.2/6.7
F.2/6.2
D/5.6
E/5.6
F/5.6
Pier Diameter (in.)
24
24
42
42
42
Top of Ground Elevation (ft.)
623.00
623.47
623.66
623.74
623.84
Top of Pier Elevation (ft.)
615.00
615.00
622.25
622.25
622.25
Depth to Bearing Stratum from Ground (ft.)
18.0
18.0
18.0
18.0
18.0
Depth of Pier from Ground (ft.)
29.9
28.3
43.2
43.1
43.3
Required Penetration (ft.)
10.0
10.0
25.0
25.0
25.0
Actual Penetration (ft.)
11.9
10.3
25.2
25.1
25.3
Depth from Top of Concrete (ft.)
21.9
20.3
41.8
41.6
41.8
Condition of Bottom (wet or dry)
Dry
Dry
Dry
Dry
Dry
Plumb Within Tolerance (yes or no)
Yes
Yes
Yes
Yes
Yes
Casing Diameter (in.)
26
26
44
44
44
Cased Depth (ft.)
20.0
22.0
20.0
22.0
22.0
Number of Vertical Bars (ea.)
6
6
8
8
8
Reinforcing Bar Size (#)
6
6
9
9
9
Length of Vertical Bars (ft.)
24.1
22.0
41.3
41.2
41.2
Time Drilling was Completed
8:00 AM
9:00 AM
10:00 AM
12:00 PM
1:00 PM
Time Concrete was Placed
1:30 PM
2:00 PM
2:30 PM
3:00 PM
3:30 PM
Page 1 of 1
Distribution Page
Report Number: 95181011.0157
Service Date: 04/06/18
Report Date: 04/18/18
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 SAMPLE PICK-UP REPORT
Report Number: 95181011.0155A
Irerracon
Service Date: 04/06/18 2501 E Loop 820 N
Report Date: 04/16/18 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: 5
Report No.: 95181011.0155
No. of Cylinders: 1 set of 5 cylinders
Services:
Terracon Rep.: Christopher Thompson
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: 95181011.0155A
Service Date: 04/06/18
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