HomeMy WebLinkAboutCONCRETE TEST - 21-00191 - Summerfield Phase 9 - W 690 S - Plat.pdf (4)Project 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:
Location:
Unit Weight (PCF):Set:
o Civil Engineering o Surveying o Materials Testing o Special Inspection
350 N 2nd E Rexburg, ID 83440 208.356.9201
350 N 2nd E Rexburg, ID 83440
208-356-9201
Cylinders Picked Up By:Date and Time:
Hi / Low Temperatures
Remarks:
28-day Average Strength
5220
Summerfield Div.9
Depatco
142
01-21-0922-001-0004
07245
120/200 cu yds
NP
HAB
04/25/2022 2:30:00 PM
0.75
4.3
74
58
1 5
5 8
A
E
C
B
D
4"
4"
4"
4"
4"
05/02/22
05/23/22
05/23/22
05/23/22
52,020
64,560
66,850
65,550
4,0004,138
5,136
5,318
5,215
0
Digitally signed by: Eric Gunnarson
DN: CN = Eric Gunnarson email =
egunnarson@forsgren.com C = US O = Forsgren
Associates OU = Laboratory Manager
Date: 2022.05.23 16:53:55 -06'00'
Eric Gunnarson
Walter's Ready Mix
South side curb line on 640 South Street
STA 6+00
The previous truck which identified as ticket number
07242 with load 110/200 was tested and had an air of
4.6. air was added, but it was not able to pour for 45
minutes while waiting for the crew to be ready. air
tested at 4.6 a second time. Air on this truck was
added before test, but was out of spec anyway.
Contractor was informed of results.
141.4
HAB 4/26/2022 2 PM