HomeMy WebLinkAboutCONCRETE TEST 4 - 19-00731 - The Grove at Thomson Farms - Hickory - 30 Unit Bldg 4Project 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
170 TF
20001
13986
11 of 120 Yards
MS AC 534, MP 322
F Pelton
05-19-2020, 7:45
6.5
1.75
59.7
42
5
2
92A
92E
92C
92B
92D
4 05-26
06-11
06-11
06-11
45,360 5 3,5003,60812.57
Walters Ready Mix
Interior slab of Building 6.
7
28
28
28
H
Superplastisizer was added which increased slump.
2 of 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:
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
170 TF
20001
13980
11 of 120 Yards
MS AC 534, MP 322
F Pelton
05-19-2020, 6:00
8.25
1.5
64.9
42
5
2
91A
91E
91C
91B
91D
4 05-26
06-11
06-11
06-11
45,630 6 3,5003,63012.57
Walters Ready Mix
Interior slab of Building 6.
7
28
28
28
H
Superplastisizer was added which increased slump.
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:
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
13688
10 Yards
MP 322, MA AE 90, Super Plasticizer
D. Aust
05/08/2020 3:00 PM
7
6.5
70
66
8
4.5 7.5
72A
72E
72C
72B
72D
4 05/15/20
06/05/20
06/05/20
06/05/20
58,565 2 4,0004,65912.57
Walters Ready Mix, INC.
Building #6, Line C 0.5, 1.0
7
28
28
28
H
139.4 72
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:
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
13635
10 of 30 yards
MP 322, MA AE 90
F Pelton
05-07-2020, 2:00 PM
7.5
6.5
59.9
55
5
6
67A
67E
67C
67B
67D
4 05/14/20
06/04/20
06/04/20
06/04/20
44,340 23,52712.57
Walters Ready Mix
Building 6
7
28
28
28
H
Super plastisizer was added, which increased the
slump.
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:
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
170 TF
20001
13996
11 of 120 Yards
MS AC 534, MP 322
F Pelton
05-19-2020, 9:00
7.5
2
60
46
5
2
93A
93E
93C
93B
93D
4 05-26
06-11
06-11
06-11
47,785 6 3,5003,80112.57
Walters Ready Mix
Interior slab of Building 6.
7
28
28
28
H
Superplastisizer was added which increased slump.
3 of 3