HomeMy WebLinkAbout04249 Renton WA.Rpt.0002.2024-03-28.Concrete Observation.GREENCONCRETE OBSERVATION REPORT
Report Number:M7241122.0002
Service Date:03/28/24 20225 Cedar Valley Rd Ste 110
Report Date:03/28/24 Lynnwood, WA 98036-6365
Task:Reinforced Concrete 425-742-9360
Client Project
Chick-fil-A Inc Chick-fil-A #04249 Renton, WA (T)
Attn: Kari Teresa 375 Rainier Ave S
5200 Buffington Road Renton, WA 98055
Atlanta, GA 30097-3508
Project Number: M7241122
Services: Special Inspections / Materials Testing
Terracon Rep.: Edward Smith
Reported To:Jim Hibbard with ESI
Contractor:ESI
Report Distribution:
See attached distribution list.
Reviewed By:____________________________________
Myndi Kraft
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.
DM004,04-29-22, Rev. 6 Page 1 of 1
Permit No: C23000412
General Information
Jim Hibbard with ESI requested Terracon be on site for concrete sampling of the following elements: curb and gutter. These elements are being
constructed by EM Precision. The results of observation(s) for today were reported to Jim Hibbard with ESI.
The construction documents referenced for this inspection includes the Corliss mix design.
Reinforcing Steel
Concrete is not reinforced.
Concrete Placement
Terracon observed concrete placement as follows:
Element Location Yardage Supplier Mix ID Mix Description
Curb and
Gutter
(1) North entry approach
curb and NE parking area curb and gutter.
11 Corliss
Resources
C4000A Normal Weight, 4000-psi, air-entrained
concrete
Placement Method: Chute Consolidation Method: Other (see comments) Protection Method: Not Observed
Tests Performed
The following tests were performed and were in accordance with project specifications: Slump, Air Content, Temperature.A total of 4 compressive strength specimens [1 Set] for lab curing were fabricated.
Additional Comments
Concrete was consolidated by spading and finishing.
Compliance Statement
Based on our observations, cast-in-place concrete construction activities at the above-referenced locations appeared to be completed in general
accordance with the project plans and specifications.
Report Date:
Service Date:
Report Number:
Task:
M7241122.0002
03/28/24
03/28/24
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360Reinforced Concrete
Distribution List
Distribution Page
(1) Chick-fil-A Inc, Kari Teresa
(1) Barghausen Consulting Engineers, Inc., Alex Bell
(1) City of Renton WA, Development Engineering
(1) ESI Construction Inc, Eric Quevedo
(1) ESI Construction Inc, Jim Hibbard
(1) Jones Lang Lasalle, Agustin Solaberrieta
(1) Jones Lang Lasalle, Maggie Nuckols
(1) Mayes Testing Engineers, Inc, Belinda Rix
(1) Mayes Testing Engineers, Inc, Myndi Kraft