HomeMy WebLinkAboutCONCRETE TEST - 21-00191 - Summerfield Phase 9 - W 690 S - Plat.pdf (3)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
5490
Summerfield Div.9
Depatco
142
01-21-0922-001-0004
07228
50/200 cu yds
NP
HAB
04/25/2022 9:00:00 AM
0.75
5.1
71
37
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
54,050
67,290
69,940
69,760
4,0004,300
5,353
5,564
5,550
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 16:50:57 -06'00'
Eric Gunnarson
Walter's Ready Mix
North side curb line on 640 South Street
STA 0+50
Air was originally 3.8 so air was added and the truck
was retested giving the results
140.8
HAB 4/26/2022 2 PM