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About
Daily Field Report
Density Test Report
Concrete Test Report
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Concrete Test Report
Density test report
Date
*
Project Number
*
2026C115-WO 1(Lanier Islands Parkway)
Name of the Project
*
Project Location
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
Zabi Lodin (Zabihullah Lodin)
Sample Info
Number of Sets
Samples Cast Per Set
Compliance
Field placement of concrete appeared to be in general accordance with the project specifications (i.e., slump, temperature, etc.) (refer to remarks below)
Yes
No
Deviations and/or noncompliances were noted during the field placement (refer to remarks below)
Yes
No
Field Curing: Specimen were stored for the initial 24 hours.
Near the poured structure
In an insulated curing box
Other
Remark
ASEC Sets
1
Specimen Type Selection
Cylinder
Beam (ASTM C78)
Cube (ASTM C109)
Prism (ASTM C1314)
Field Data
ASEC Set ID
Laboratory Number
Date Sampled
Time Sampled
Sampled By
Zabi Lodin (Zabihullah Lodin)
Contractor
Concrete Supplier
Truck Number
Ticket Number
Mix ID
Specified Strength (psi)
Time Batched
Quantity of Load (cu. yd.)
Location of Placement
Plastic Properties
Mortar Type
M
S
N
O
Ambient Temperature (°f)
Concrete Temperature(°f)
Slump (in.)
Air Content (%)
Unit Weight (pcf)
Water Added (gal.)
Water-Cement Ratio
Flow (per ASTM C1437)
Mixing Water Temperature (°F)
Mortar Temperature (°F)
Number of Specimens Molded
Grout Temperature (°F)
Test Results
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
2
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
3
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
4
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
5
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
Add Specimen
2
Specimen Type Selection
Cylinder
Beam (ASTM C78)
Cube (ASTM C109)
Prism (ASTM C1314)
Field Data
ASEC Set ID
Laboratory Number
Date Sampled
Time Sampled
Sampled By
Zabi Lodin (Zabihullah Lodin)
Contractor
Concrete Supplier
Truck Number
Ticket Number
Mix ID
Specified Strength (psi)
Time Batched
Quantity of Load (cu. yd.)
Location of Placement
Plastic Properties
Mortar Type
M
S
N
O
Ambient Temperature (°f)
Concrete Temperature(°f)
Slump (in.)
Air Content (%)
Unit Weight (pcf)
Water Added (gal.)
Water-Cement Ratio
Flow (per ASTM C1437)
Mixing Water Temperature (°F)
Mortar Temperature (°F)
Number of Specimens Molded
Grout Temperature (°F)
Test Results
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
2
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
3
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
4
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
5
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
Add Specimen
3
Specimen Type Selection
Cylinder
Beam (ASTM C78)
Cube (ASTM C109)
Prism (ASTM C1314)
Field Data
ASEC Set ID
Laboratory Number
Date Sampled
Time Sampled
Sampled By
Zabi Lodin (Zabihullah Lodin)
Contractor
Concrete Supplier
Truck Number
Ticket Number
Mix ID
Specified Strength (psi)
Time Batched
Quantity of Load (cu. yd.)
Location of Placement
Plastic Properties
Mortar Type
M
S
N
O
Ambient Temperature (°f)
Concrete Temperature(°f)
Slump (in.)
Air Content (%)
Unit Weight (pcf)
Water Added (gal.)
Water-Cement Ratio
Flow (per ASTM C1437)
Mixing Water Temperature (°F)
Mortar Temperature (°F)
Number of Specimens Molded
Grout Temperature (°F)
Test Results
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
2
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
3
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
4
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
5
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
Add Specimen
4
Specimen Type Selection
Cylinder
Beam (ASTM C78)
Cube (ASTM C109)
Prism (ASTM C1314)
Field Data
ASEC Set ID
Laboratory Number
Date Sampled
Time Sampled
Sampled By
Zabi Lodin (Zabihullah Lodin)
Contractor
Concrete Supplier
Truck Number
Ticket Number
Mix ID
Specified Strength (psi)
Time Batched
Quantity of Load (cu. yd.)
Location of Placement
Plastic Properties
Mortar Type
M
S
N
O
Ambient Temperature (°f)
Concrete Temperature(°f)
Slump (in.)
Air Content (%)
Unit Weight (pcf)
Water Added (gal.)
Water-Cement Ratio
Flow (per ASTM C1437)
Mixing Water Temperature (°F)
Mortar Temperature (°F)
Number of Specimens Molded
Grout Temperature (°F)
Test Results
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
2
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
3
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
4
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
5
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
Add Specimen
5
Specimen Type Selection
Cylinder
Beam (ASTM C78)
Cube (ASTM C109)
Prism (ASTM C1314)
Field Data
ASEC Set ID
Laboratory Number
Date Sampled
Time Sampled
Sampled By
Zabi Lodin (Zabihullah Lodin)
Contractor
Concrete Supplier
Truck Number
Ticket Number
Mix ID
Specified Strength (psi)
Time Batched
Quantity of Load (cu. yd.)
Location of Placement
Plastic Properties
Mortar Type
M
S
N
O
Ambient Temperature (°f)
Concrete Temperature(°f)
Slump (in.)
Air Content (%)
Unit Weight (pcf)
Water Added (gal.)
Water-Cement Ratio
Flow (per ASTM C1437)
Mixing Water Temperature (°F)
Mortar Temperature (°F)
Number of Specimens Molded
Grout Temperature (°F)
Test Results
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
2
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
3
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
4
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
5
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
Add Specimen
6
Specimen Type Selection
Cylinder
Beam (ASTM C78)
Cube (ASTM C109)
Prism (ASTM C1314)
Field Data
ASEC Set ID
Laboratory Number
Date Sampled
Time Sampled
Sampled By
Zabi Lodin (Zabihullah Lodin)
Contractor
Concrete Supplier
Truck Number
Ticket Number
Mix ID
Specified Strength (psi)
Time Batched
Quantity of Load (cu. yd.)
Location of Placement
Plastic Properties
Mortar Type
M
S
N
O
Ambient Temperature (°f)
Concrete Temperature(°f)
Slump (in.)
Air Content (%)
Unit Weight (pcf)
Water Added (gal.)
Water-Cement Ratio
Flow (per ASTM C1437)
Mixing Water Temperature (°F)
Mortar Temperature (°F)
Number of Specimens Molded
Grout Temperature (°F)
Test Results
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
2
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
3
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
4
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
5
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
Add Specimen
7
Specimen Type Selection
Cylinder
Beam (ASTM C78)
Cube (ASTM C109)
Prism (ASTM C1314)
Field Data
ASEC Set ID
Laboratory Number
Date Sampled
Time Sampled
Sampled By
Zabi Lodin (Zabihullah Lodin)
Contractor
Concrete Supplier
Truck Number
Ticket Number
Mix ID
Specified Strength (psi)
Time Batched
Quantity of Load (cu. yd.)
Location of Placement
Plastic Properties
Mortar Type
M
S
N
O
Ambient Temperature (°f)
Concrete Temperature(°f)
Slump (in.)
Air Content (%)
Unit Weight (pcf)
Water Added (gal.)
Water-Cement Ratio
Flow (per ASTM C1437)
Mixing Water Temperature (°F)
Mortar Temperature (°F)
Number of Specimens Molded
Grout Temperature (°F)
Test Results
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
2
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
3
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
4
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
5
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
Add Specimen
8
Specimen Type Selection
Cylinder
Beam (ASTM C78)
Cube (ASTM C109)
Prism (ASTM C1314)
Field Data
ASEC Set ID
Laboratory Number
Date Sampled
Time Sampled
Sampled By
Zabi Lodin (Zabihullah Lodin)
Contractor
Concrete Supplier
Truck Number
Ticket Number
Mix ID
Specified Strength (psi)
Time Batched
Quantity of Load (cu. yd.)
Location of Placement
Plastic Properties
Mortar Type
M
S
N
O
Ambient Temperature (°f)
Concrete Temperature(°f)
Slump (in.)
Air Content (%)
Unit Weight (pcf)
Water Added (gal.)
Water-Cement Ratio
Flow (per ASTM C1437)
Mixing Water Temperature (°F)
Mortar Temperature (°F)
Number of Specimens Molded
Grout Temperature (°F)
Test Results
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
2
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
3
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
4
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
5
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
Add Specimen
9
Specimen Type Selection
Cylinder
Beam (ASTM C78)
Cube (ASTM C109)
Prism (ASTM C1314)
Field Data
ASEC Set ID
Laboratory Number
Date Sampled
Time Sampled
Sampled By
Zabi Lodin (Zabihullah Lodin)
Contractor
Concrete Supplier
Truck Number
Ticket Number
Mix ID
Specified Strength (psi)
Time Batched
Quantity of Load (cu. yd.)
Location of Placement
Plastic Properties
Mortar Type
M
S
N
O
Ambient Temperature (°f)
Concrete Temperature(°f)
Slump (in.)
Air Content (%)
Unit Weight (pcf)
Water Added (gal.)
Water-Cement Ratio
Flow (per ASTM C1437)
Mixing Water Temperature (°F)
Mortar Temperature (°F)
Number of Specimens Molded
Grout Temperature (°F)
Test Results
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
2
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
3
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
4
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
5
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
Add Specimen
10
Specimen Type Selection
Cylinder
Beam (ASTM C78)
Cube (ASTM C109)
Prism (ASTM C1314)
Field Data
ASEC Set ID
Laboratory Number
Date Sampled
Time Sampled
Sampled By
Zabi Lodin (Zabihullah Lodin)
Contractor
Concrete Supplier
Truck Number
Ticket Number
Mix ID
Specified Strength (psi)
Time Batched
Quantity of Load (cu. yd.)
Location of Placement
Plastic Properties
Mortar Type
M
S
N
O
Ambient Temperature (°f)
Concrete Temperature(°f)
Slump (in.)
Air Content (%)
Unit Weight (pcf)
Water Added (gal.)
Water-Cement Ratio
Flow (per ASTM C1437)
Mixing Water Temperature (°F)
Mortar Temperature (°F)
Number of Specimens Molded
Grout Temperature (°F)
Test Results
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
2
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
3
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
4
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
5
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
Add Specimen
1
Specimen Type Selection
Cylinder
Beam (ASTM C78)
Cube (ASTM C109)
Prism (ASTM C1314)
Field Data
ASEC Set ID
Laboratory Number
Date Sampled
Time Sampled
Sampled By
Contractor
Concrete Supplier
Truck Number
Ticket Number
Mix ID
Specified Strength (psi)
Time Batched
Quantity of Load (cu. yd.)
Location of Placement
Plastic Properties
Mortar Type
M
S
N
O
Ambient Temperature (°f)
Concrete Temperature(°f)
Slump (in.)
Air Content (%)
Unit Weight (pcf)
Water Added (gal.)
Water-Cement Ratio
Flow (per ASTM C1437)
Mixing Water Temperature (°F)
Mortar Temperature (°F)
Number of Specimens Molded
Grout Temperature (°F)
Test Results
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Dimension 1 (in.)
Dimension 2 (in.)
Dimension 3 (in.)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbf)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Specimen Data
Beam ID/Marking
Specimen ID/Marking
Prism ID/Marking
Date Cast
Date Tested
Curing Duration (Days)
Curing Method
Moist Room
Water Tank
Lab Air
Fog Room
Plastic Sheet
Width 1 (in.)
Width 2 (in.)
Width 3 (in.)
Length 1 (in.)
Length 2 (in.)
Length 3 (in.)
Depth 1 (in.)
Depth 2 (in.)
Depth 3 (in.)
Span Length 1 (in.)
Span Length 2 (in.)
Span Length 3 (in.)
Height 1 (in.)
Height 2 (in.)
Height 3 (in.)
Avg Width (b) (in.)
Avg Length (in.)
Avg Depth (d) (in.)
Avg Span Length (L) (in.)
Avg Height (in.)
Gross Area (A, in²)
Maximum Load (P), lbf
Specified Compressive Strength f'm (psi)
Failure Location
Third Point
Shear
Outside Third Point
Load Application
Cap Type
High-Strength Gypsum
Sulfur
Loading Rate (psi/sec)
Loading Method (Hydraulic Machine)
Failure Mode
Splitting
Shear
Other
Compressive Strength (f'c)
Flexural Strength R (psi)
Result
Remarks
Add Specimen
Add New Set
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