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Concrete Test Report
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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
*
2023C111(DOA Fiber Infrastructure Improvements )
Name of the Project
*
Project Location
*
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
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 Cylinders were stored for the initial 24 hours
Near the poured structure
In an insulated curing box
Other
Remark
Tests were acceptable as per job specifications. Test results. slump: 4.75 air: 4% temp: 72 UW: 148.2 pcf
ASEC Sets
1
Field & Lab Data
ASEC Set ID
Laboratory Number
Date Sampled
Time Sampled
Sampled By
Isaac Davis (Isaac Davis)
Contractor
Concrete Supplier
Truck Number
Ticket Number
Mix ID
Specified Strength (psi)
Time Batched
Quantity of Load (cu. yd.)
Location of Placement
Plastic Properties
Ambient Temperature (°f)
Concrete Temperature(°f)
Slump (in.)
Air Content (%)
Water Added (gal.)
Test Results
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbs.)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Add Specimen
1
Field & Lab 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
Ambient Temperature (°f)
Concrete Temperature(°f)
Slump (in.)
Air Content (%)
Water Added (gal.)
Test Results
1
Specimen No.
Scheduled Test Date
Date Tested
Age (days)
Avg. Dimension (in.)
X-Section (in²)
Max Load (lbs.)
Compressive Strength (psi)
Type Of Fracture
- Select -
Type 1
Type 2
Type 3
Type 4
Type 5
Type 6
Percentage Design Strength (%)
Add Specimen
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