HomeMy WebLinkAbout20200513-20121-MR-SapphireOnTalbot-B19004817-JAH051320A11/1 3000 @ 28 Days
11
19
55
64 Design
5.50
09:45 AM
Shotcrete CDF Grout Nonshrink
Grout
C138 C1140 D4832 C109 C109
C172 C1019
C231 C31
C1611
C1758
Date
Tested
Age
(days)
Diameter /
Width (in.)
Length
(in.)
Height
(in.)
Correction
Factor
Area
(in2)
Max Load
(lbs.)
Strength
(psi)
Fracture
Type Tested By
C01384 A 5/20/2020 7 4.00 8.0 1.00 12.56 26,250 2,090 2 Chris London
C01384 B 6/10/2020 28 4.01 8.0 1.00 12.62 39,470 3,130 1 Chris London
C01384 C 6/10/2020 28 4.01 8.0 1.00 12.62 39,380 3,120 1 Chris London
C01384 D 6/10/2020 28 4.01 8.0 1.00 12.62 39,480 3,130 1 Chris London
C01384 E H
3,130
Y
Date
Sample ID
4X8 Nominal Size (In.)
Added Water (Gal)
Allowed Water (Gal)
09:07 AM
Load Size
Slag / Fly Ash
Sand
Sample Time
Aggregate
Water
Admixture
Admixture
Admixture
Aggregate
Cooler
Slump (In.)
Min. Temp. (°F)
Lab Remarks
Reviewed By:
Truck No.
Ticket No.
Air Spec. (%)
Slump Spec. (In.)
Curing Method
Batch Time
C31
C143
Concrete
C1621
C1064
FIELD TESTS PERFORMED (ASTM)
Field Cures
AEA
Capping
Method
C173
10
Pump operator
Compressive
Strength
Method
Other
CONFORMING
NON-CONFORMING Nick Averill
Average Strength
Max Temp. (°F) Aggregate
Product Info.
Specified Strength (f'c)
Mix Design Approved
C-39
Unit
Weight
C-1231
By Whom
3000
Yes
166
152800
11
Total Yardage
Ambient Temp. (°F)REPORTED BATCH WEIGHTS PER CUBIC YARD
Cement Air Content (%)
Concrete Temp. (°F)Actual
Project No.
Project Name
Address
Supplier
Plant No.
Mix No.
Contact
Company
Address
City
Contractor
Infiltration vault lid.
Set No.
Sample Yardage
AHR
Troy Schmeil
Sapphire Homes, Inc.
16805 SE 43rd Court
Corliss
2
P13010
Mix Design Strength
CONCRETE MATERIALS REPORT
05/13/2020
JAH051320A1
James Huggins
B19004817
Inspection Date
Report No.
Inspectors Name
AAR TESTING AND INSPECTION, INC.
7126 180th Ave NE, Suite C101
Redmond, WA 98052
425-881-5812
CLIENT INFORMATION PROJECT INFORMATION
20-121
Sapphire on Talbot
4827 Talbot Road S
Renton City
Permit No.
Concrete was placed via pump truck. The method of consolidation was mechanical.
Gridlines
Bellevue
Location
Field Remarks
STRENGTH REQUIREMENTSFIELD TEST DATA
06/11/2020
1:39:30 PM