HomeMy WebLinkAboutCONCRETE TEST 1 - 19-00736 - The Grove at Thomson Farms - Linden - 30 Unit Bldg 7Project 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
Thomson Farms
Still Water Equity Partnership
142
20001
13726
10 of 50 yards
MP 322, MA AE 90
F Pelton
05-11-2020, 3:30 PM
7.25
5
70.8
74
5
6
74A
74E
74C
74B
74D
4 05/18/20
06/08/20
06/08/20
06/08/20
61,045 5 4,0004,85612.57
Walters Ready Mix
Building 11
7
28
28
28
H
Super plastisizer was added to increase slump.