HomeMy WebLinkAbout04249 Renton WA.Rpt.0005ARev1.2024-04-04.Concrete Compressive Strength Test.GREENCONCRETE SAMPLING REPORT
Report Number:M7241122.0005A
Service Date:04/04/24 20225 Cedar Valley Rd Ste 110
Report Date:05/02/24 Revision 1 - 28-day results 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.: Joseph Allen
Reported To:Jim Hibbard with ESI
Contractor:ESI
Report Distribution:
See attached distribution list.
Reviewed By:____________________________________
Aaron Vanderpol
Group 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.
DM005, 04-29-22, Rev.11 Page 1 of 1
General Information
Jim Hibbard with ESI requested Terracon to be on site for concrete sampling for the following members: pavement. These member(s) are being constructed by ESI. The results of observation(s) for today were reported to Jim Hibbard with ESI. The Terracon representative arrived on site at 0915 and departed at 1315.
Permit Number: C23000412.
Reinforcing Steel
Reinforcing steel was previously inspected by Joe Allen with Terracon on 4/4/2024.
Concrete Placement
Terracon performed concrete sampling for the following:
Element Location Yardage Supplier Mix ID Mix Description
Pavement North drive thru lane.52 Corliss C4000A Normal Weight, 4000-psi, air-entrained concrete
Placement Method: Boom Pump
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 Sets] for lab curing were fabricated.
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 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
Reinforced Concrete
M7241122.0005A
04/04/24
05/02/24 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
Material Information
0933
172
Plant:
Ticket No.:
02
20023648
Field Test Data
Test
Air Content (%):
Result Specification
5 1/2
6.0
60
46
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:04/04/24 1015
Joseph Allen
Cloudy with showers.
52 11
10
0
North drive thru lane - west end.Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
North drive thru lane.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 3.98 12.44 04/05/24 04/11/24 7 41,250 3 CMSGood 3,320
1 2 3.99 12.5 04/05/24 05/02/24 28 52,180 AJVGood 4,170
1 3 4.00 12.57 04/05/24 05/02/24 28 51,480 AJVGood 4,100
1 4 4.00 12.57 04/05/24 05/02/24 28 51,380 AJVGood 4,090
Average (28 days) 4,120
Initial Cure:Final Cure:Inside 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.: Joseph Allen
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:
M7241122.0005A
04/04/24
05/02/24
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360Reinforced Concrete
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