HomeMy WebLinkAboutTerracon - 11/14/2018DRILLED SHAFT OBSERVATION REPORT
Report Number: 95181011.0526
Service Date: 11/07/18
Irerracon
MM
2501 E Loop 820 N
Report Date: 11/14/18 Fort Worth, TX 76118-6978
Task: Hotel 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
Tulsa, OK 74136
Grapevine, TX 76051
Project Number: 95181011
On 11/7/18, a Terracon representative was present at the above referenced project to observe the installation of the drilled straight shaft
piers. Information regarding pier location and size of shaft diameter, depth of penetration, and length and size of the reinforcing steel were
also recorded. Additionally, samples of the fresh concrete placed for the piers were also sampled and are covered under Terracon Report
95181011.0527. The results of the pier observations are attached.
NOTE: Elevation data provided by others or taken from plans.
Services:
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.
se0001, 10-16-13, Rev.10 Page 1 of 1
DRILLED PIER OBSERVATION
Report Number: 95181011.0526
Service Date: November 7, 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
B.7/9.5
B.7/10.2
B.7/10.8
B.7/11.5
Pier Diameter (in.)
30
30
30
30
Top of Ground Elevation (ft.)
634.76
634.64
634.91
635.08
Top of Pier Elevation (ft.)
632.59
632.59
632.59
632.59
Depth to Bearing Stratum from Ground (ft.)
30.0
31.0
30.0
30.0
Depth of Pier from Ground (ft.)
41.0
41.0
40.3
40.2
Required Penetration (ft.)
10.0
10.0
10.0
10.0
Actual Penetration (ft.)
11.0
10.0
10.3
10.2
Depth from Top of Concrete (ft.)
38.83
39.05
37.98
37.71
Condition of Bottom (wet or dry)
Dry
Dry
Dry
Dry
Plumb Within Tolerance (yes or no)
Yes
Yes
Yes
Yes
Casing Diameter (in.)
32
32
32
32
Cased Depth (ft.)
30.0
31.0
30.0
30.0
Number of Vertical Bars (ea.)
8
8
8
8
Reinforcing Bar Size (#)
7
7
7
7
Length of Vertical Bars (ft.)
38.33
38.60
37.48
37.16
Time Drilling was Completed
9:30 AM
10:30 AM
1:15 PM
3:00 PM
Time Concrete was Placed
12:15 PM
1:30 PM
4:00 PM
4:45 PM
Page 1 of 1
Distribution Paae
Report Number:
95181011.0526
Service Date:
11/07/18
Report Date:
11/14/18
Task:
Hotel
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) City of Grapevine TX, Hans Strayer
(1) City of Grapevine TX, Paul M Lee
(1) City of Grapevine TX, Scott Williams
(1) City of Grapevine TX, sbatte@grapevinetexas.gov
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(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, Klint Robertson
(1) Manhattan Construction Co, Matthew Powell
(1) Manhattan Construction Co, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600