HomeMy WebLinkAboutFargo Consultants, Inc. - 5/3/2017 (4)Floc 00
1'n P(:L] CO DiRO is AN'1-: INC.
Client: TLB Partners, LP
2324 Fabens Rd- • Dallas, Texas 75229
Tel. 214-352-4100 rax. 214-352-4811
REPORT OF
REINFORCING STEEL OBSERVATION
Date of Service: 5/3/2017
Project Name: Grapevine Bluffs Fargo Job No. M16-4962
Grapevine, Texas
Location/Items Observed: Fire Lane and Parking Area north of bldg 2 and east of Bldg. 1 / Reinforcing Steel.
Items Observed
Conforming
Items Observed
Conforming
Items Observed
Conforming
Placing Drawings Approved
Yes
Column Tie Space/Type
N/A
Sheathing
N/A
Bar Size
Yes
Properly Tied
Yes
Welded Splices
N/A
Bar Grade
Yes
Dowel Bars in Place
Yes
Mechanical Splices
N/A
Rebar Clean
Yes
Proper Bar Supports
Yes
Lapped Splices
Yes
Form Clean
Yes
Proper Clearance
Yes
Corner Bars
N/A
No. of Bars
Yes
Stirrup Spacing and Type
N/A
Bar Length and Space
Yes
Number of Tendons/Spacing
N/A
REMARKS:
Discrepancies observed were corrected during the site visit.
Fargo Consultan , Inc.
Checked 13y
G Mnn, C.E.T.
anager, Materials Testing Division
The information and results shown on this report are for the exclusive use of the client and the client's designated recipients on file in our office. Test results are based on
data obtained from specific samples tested at particular locations noted and are not indicative of the qualities of apparently identical or similar specimens, composition,
performance, etc. The use of our name and test results must receive our written approval. Reports must be reproduced in their entirety.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
www.dallasfargo.com
VARGO CONSULTANTS, UIF
2324 F_abens Rd. • Dallas, Texas 7522_9
Tel. 214-352-4100 Fax. 214-352-4811
FIELD COPY FOR
REINFORCING STEEL OBSERVATION
Client: Date of Service: S — (0 Z - '2-0) `4-
Project: G �-�c�U , c� �j j _�¢g Fargo Job No:`1 (0'2
Location/Items Observed: �Z ` poJ����
Items Observed
Conforming
Items Observed
Conforming
Items Observed
Conforming
Placing Drawings Approve
Column Tie Space/Type
'
Sheathing
Bar Size
Properly Tied
y
Welded Splices
Bar Grade
11
Dowel Bars in Place
`1
Mechanical Splices
Rebar Clean
Proper Bar Supports
Lapped Splices
Form Clean
" I
Proper Clearance
Comer Bars
No. of Bars
Stirrup Spacing and Type
Bar Length and Space
`'t
Number of Tendons/Spacing
`--)
Drawing Utilized (Sheet / Detail
/ Date):
' J
nr` ` 1�� 4- —LD
Remarks:
Technician: A m
Respectfully Submitted,
Fargo Consultants, Inc.
Checked by:
The information and results shown on this report are for the exclusive use of the client and the client's designated recipients on file in our office. Test results are based on
data obtained from specific samples tested at particular locations noted and are not indicative of the qualities of apparently identical or similar specimens, composition,
performance, etc. The use of our name and test results must receive our written approval. Reports must be reproduced in their entirety.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
www.dallasiargo.com