HomeMy WebLinkAboutCONCRETE TEST 2 - 19-00727 - Spori Annex - Ceramic & Sculpture LabsProject Name:
Client:
Mix Number:
Project Number:
Ticket Number:
Load Amount:
Admixtures:
Tested By:
Date and Time:
Compressive Strength of Concrete Test Specimens
Field Test Data: (ASTM C143, C138, C173, C231, C31, C1064, and C511)
Slump (Inches):
Entrained Air (%):
Concrete Temperature:
Ambient Temperature:
Test Results:Minimum:Maximum:
Cylinder #
Lab Test Data: (ASTM C39, C42, C617, and C1231)
Break Age
Cylinder
Diameter (in)
Area
(in² )
Break
Date
Maximum Load
(lbs)
Break
Type
Compressive
Strength (psi)Required 28 day
Strength (psi)
°F
°F
Reviewed By:
Supplier:
Test Location:
Unit Weight (PCF):Set # :
Cylinders Picked Up By: Date and Time:
Hi / Low Temperatures
Remarks:
28-day Average Strength
5,568 PSI
Spori Annex and Parking Lot
BYU - IDAHO
C401P546
20014A
2279696
10 yds
AE200, Poly-1025, Super plasticizer
J. Christensen
09/23/2020 8:20:00 AM
6.75
4.5
64
49
8
384A
384E
384C
384B
384D
4
4
4
4
09/30/20
10/21/20
10/21/20
10/21/20
54,530
70,655
70,205
69,140
5 4,0004,338
5,620
5,585
5,500
Digitally signed by Jacob
Christensen
Date: 2020.10.22 10:13:30 -06'00'
12.57
Knife River
Sidewalk - West side of Parking lot
7
28
28
28
H
12.57
12.57
12.57
1 of 1
D. Aust 09/24/2020
5
2
1