HomeMy WebLinkAbout20200428-20121-MR-SapphireOnTalbot-B19004817-TMS042820B1 (1)1/1 4000 @ 28 Days
22
65
52
63 Design
6
10:10 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
C01272 A 5/5/2020 7 4.01 8.0 1.00 12.62 51,920 4,110 1 Chris London
C01272 B 5/26/2020 28 4.00 8.0 1.00 12.56 63,470 5,050 1 Chris London
C01272 C 5/26/2020 28 4.00 8.0 1.00 12.56 72,130 5,740 1 Chris London
C01272 D 5/26/2020 28 4.00 8.0 1.00 12.56 68,240 5,430 5 Chris London
C01272 E H
5,410
Y
Date
On-site for concrete inspection of walls at Sapphire on Talbot. Concrete placed by boom truck and mechanically consolidated. One set of five cylinders created: 7 day, 28 day (3), hold. See report
#SAT042020B for grids & reinforcement. Concrete placement maintained reinforcement clearances.
Gridlines
Bellevue
Location
Field Remarks
STRENGTH REQUIREMENTSFIELD TEST DATA
CONCRETE MATERIALS REPORT
04/28/2020
TMS042820B1
Teddy Seybold
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.
Project No.
Project Name
Address
Supplier
Plant No.
Mix No.
Contact
Company
Address
City
Contractor
Retention Vault walls - perimeter & interior
Set No.
Sample Yardage
Troy Schmeil
Sapphire Homes, Inc.
16805 SE 43rd Court
Corliss
001
J15500
Mix Design Strength 4000
Yes
0164
308591
11
4-6
Total Yardage
Ambient Temp. (°F)REPORTED BATCH WEIGHTS PER CUBIC YARD
Cement Air Content (%)
Concrete Temp. (°F)ActualProduct Info.
Specified Strength (f'c)
Mix Design Approved
C-39
Unit
Weight
C-1231
By Whom
Max Temp. (°F) Aggregate
Other
CONFORMING
NON-CONFORMING Nick Averill
Average Strength
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
17
Contractor
Compressive
Strength
Method
Sample ID
4X8 Nominal Size (In.)
Added Water (Gal)
Allowed Water (Gal)
09:32 AM
Load Size
Slag / Fly Ash
Sand
Sample Time
Aggregate
Water
Admixture
Admixture
Admixture
Aggregate
Box
Slump (In.)
Min. Temp. (°F)
06/03/2020
7:13:58 AM