Mayes Terracon Rebar ReportREINFORCING STEEL OBSERVATIONS REPORT
MAYES I lferracan
Report Number: M7221777.0004
Service Date: 01/18/23
Report Date: 01/19/23
Client
Providence Health and Services
Attn: Accounts Payable
PO Box 696430
San Antonio, TX 78269
Permit No. BLD2022-1221
Project
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
Swedish Health Edmonds MRI Suite
21601 76th Ave W
Edmonds, WA
Project Number: M7221777
General Information
Dan Lemagie with BNBuilders requested Mayes Terracon be on site for Reinforcing Steel Observation of the
continuous footing and slab -on -grade. These elements are being constructed by Evergreen Concrete Cutting.
The results of observation(s) for today were reported to Dan Lemagie. Mayes Terracon representative arrived on
site at 0830 and departed at 0930.
The construction documents referenced for this observation include Permit Set Revision 09/09/22.
Reinforcing Steel
Observed reinforcing steel detailed below for the following items (as applicable): grade, configuration, size, lap
length, quantity, spacing, tying, clearances, steel condition and embedded items.
Element
Location
Referenced Documents
Status
Continuous footing
Level 1, grid lines M-N/1-2
S2.1, S3.1
Complies
Slab -on -grade
Level 1, grid lines M-N/1-2
S2.1, S3.1
Complies
Compliance Statement
Based on our observations, reinforcing steel at the above -referenced locations appeared to be completed in
general accordance with the project plans and specifications.
Services: Special Inspections / Materials Testing
Mayes/Terracon Rep.: Carl Harrington
Reported To: BNBuilders
Contractor: Evergreen Concrete Cutting
Report Distribution:
(1) BNBuilders Inc, Cory Browning (1) City of Edmonds WA, Leif Bjorback
(1) DLR Group Inc, Mahta Ahmadnia (1) Lund Opsahl Structural Engineers, Reviewed By: —�
Stenhen Lau
(1) Mayes Testing Engineers, Inc, (1) Mayes Testing Engineers, Inc, Todd Kevin Graham
Donna Pollard Wirtz
(1) Providence Health and Services, (1) Swedish Health Services, Christina Department Manager II
Hisham Elkhawad Millan
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.
DM022, 04-29-22 Rev.7 Page 1 of 1
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