HomeMy WebLinkAbout04249 Renton WA.Rpt.0003ARev1.2024-03-29.Concrete Compressive Strength Test.GREENReport Number:
Service Date:
Report Date:
Task:
Client
Renton, WA 98055
375 Rainier Ave S
Chick-fil-A #04249 Renton, WA (T)Chick-fil-A Inc
Attn: Kari Teresa
5200 Buffington Road
Atlanta, GA 30097-3508
425-742-9360
Lynnwood, WA 98036-6365
20225 Cedar Valley Rd Ste 110
Laboratory Services
M7241122.0003A
03/29/24
04/27/24 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project - M7241122
Permit No.: C23000412
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
C4000A
Corliss Resources
Material Information
0700
137
Plant:
Ticket No.:
1
10028659
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 4 - 6
5.5 4.5 - 7.5
62 Max 95
44
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:03/29/24 0800
Edward Smith
Clear
15 8
0
0
Curb at the west side of the parking area and at the south side of the north drive lane.
Sample Location:
Placement Method:Chute
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Curb at the west side of the parking area
and the south side of the north drive lane.
Also placed the north drive entry
approach slab along Rainier Ave.
Placement Location:
Sample Description:4-inch diameter cylinders
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Max
Strength
Comp
Frac
No.ID
Spec
Received Tested (days)Type(in)(sq in)(lbs)(psi)
Tested
ByCond.
Cyl.
1 1 3.99 12.5 04/01/24 04/05/24 7 43,310 2 APIGood 3,460
1 2 3.99 12.5 04/01/24 04/26/24 28 59,590 3 APIGood 4,770
1 3 3.99 12.5 04/01/24 04/26/24 28 58,610 2 APIGood 4,690
1 4 3.98 12.44 04/01/24 04/26/24 28 59,080 3 APIGood 4,750
Average (28 days) 4,730
Initial Cure:Final Cure:Covered with Blanket Moist Room
Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
Samples Made By: Terracon
Special Inspections / Materials TestingServices:
Reported To:
Contractor:
Report Distribution:
See attached distribution list.Aaron Vanderpol
Group Manager
ESI
Jim Hibbard with ESI
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Edward Smith
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.
Page 1 of 1CR0001, 3-31-22, Rev.7
Report Date:
Service Date:
Report Number:
Task:
M7241122.0003A
03/29/24
04/27/24
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360Laboratory Services
Revision 1 - 28-day results
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) City of Renton WA, Patrick Decaro
(1) City of Renton WA, Yong Qi
(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