HomeMy WebLinkAboutCONCRETE FIELD TEST 3 - 21-00789 - Rocky Mountain Power - Mechanic ShopFile name:
21064SB04272022LC
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DD2B50A0-A171-4C04-8939-5AE9BD3CED2B 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
21064
Cumulative Test Load Amount:
10.0
Project Name:
Rocky Mountian Power
Test Location:
Foundation walls main building
Client:
T-Webb Construction
Admixtures:
MP 322, MA AE 90
Ticket Number:
6656
Contractor:
T-Webb Construction
Supplier:
Walters Ready Mix
Mix Number:
400
Date:
3/30/2022
Cylinder Log #:
85
Field Test Results:
Set #:
1
Slump
(inches):
3.5
Slump
Maximum
(in):
Entrained Air
(%):
4.50
Entrained Air
Spec. (%):
Concrete
Temperature
(°F):
65
Ambient
Temperature
(°F):
32
Unit Weight
(PCF):
140.16
Tested By:
M. Mansfield
Date:
3/30/2022
Picked Up By:
E. Vail
Date:
3/31/2022
Time:
3:15 PM
Max, Min Temperature
71, 53
Previous Test Results:
Cylinder
ID:
Break Age:Break
Date:
Area (in^2:Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
A 7 4/6/2022 12.56 56430 4492.83 4,500.00 Type 3
File name:
21064SB04272022LC
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
DD2B50A0-A171-4C04-8939-5AE9BD3CED2B 2
Current Break Testing:
Cylinder
ID:
Break
Age:
Break
Date:
Diameter
(in):
Area
(in^2):
Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
B 28 4/27/2022 4.00 12.6 69,750.0 5535.7 4,500.0 Type 2
C 28 4/27/2022 4.00 12.6 69,880.0 5546.0 4,500.0 Type 5
D 28 4/27/2022 4.00 12.6 69,630.0 5526.2 4,500.0 Type 5
Second Break Average:
5535
Date:
04/27/2022
Reviewed By:
E. Vail
Signature: