HomeMy WebLinkAbout04249 Renton WA.Rpt.0007L.2024-04-22.Masonry Block Prism.GREEN20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
MASONRY BLOCK PRISM REPORT
Report Number:M7241122.0007L
Service Date: 4/22/24
Report Date:5/20/24
Task:Laboratory Services
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 No.M7241122
FIELD DATA (ASTM C 1314)Permit #
Date Laid:4/22/2024 Mortar Producer:
Type of Unit:Normal weight CMU Design f’c/28 days:
ASTM/UBC Spec:ASTM C90 Mix Proportions:Pre mixed bag
Size of Unit:8x8x16 Cement:
Unit PSI Req.:Lime:
Sand:
Design F’m:2000psi at 28 days Water:
Date Grouted:4/22/2024
Mortar/Grout as spec:Yes No Grout Producer:
Air Temp:°F Design f’c/28 days:
Mortar Temp:°F Mix Proportions:Gravel:
Grout Temp:°F Cement: lbs Water: lbs
Sand: lbs WRA: oz
Remarks/Locations:
Date Sample Received by Lab:4/24/2024
Compression Test Machine Information:
Diameter of Spherical Seat:8.25
Req. Upper Bearing Plate Thickness:1.74 Provided Upper Bearing Plate Thickness:3.00
Req. Lower Bearing Plate Thickness:0.86 Provided Lower Bearing Plate Thickness:3.00
COMPRESSION TEST RESULTS
(ASTM C1314)
Lab No.Date
Tested Age Grouted H/T Factor Total
Load (lbs)
Net Area
(sq. in.)Strength PSI/With
H/T
Factor
Type of
FractureYesNo
1 5/20/2024 28 X 2.019 1.002 244310 67.45 3620 3630 7
2 5/20/2024 28 X 2.020 1.002 175980 67.48 2610 2610 3
3 5/20/2024 28 X 2.025 1.002 226430 66.94 3380 3390 3
4 5/20/2024 28 X #####DIV/0!226430 0.00 #DIV/0!#DIV/0!0
Mayes Rep:Chad Stohner Contractor:ESI Construction
Reported To:
Report Distribution
See attached distribution list.Reviewed By:
_____________________________
_______
Aaron Vanderpol
Group Manager
Notes: Sketches or photos of prism failure modes are maintained on file with report, and can be viewed on request. All testing performed in accordance with applicable ASTM’s except C1314, 11.1.3
– “recording field temperature.” Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Legend: CB:
Conical Break, CSh: Cone & Shear, CSp: Cone & Split, TB: Tension Break, SCB: Semi-Conical Break, SB: Shear Break, FSS: Face Shell Separation
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 1 MTE 1210-2C, Rev 6, 6/13/11
Report Date:
Service Date:
Report Number:
Task:
M7241122.0007L
04/22/24
05/20/24
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360Laboratory Services
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