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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
*
2022C186 (draft)(Midblock Crosswalks)
Name of the Project
*
Project Location
*
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
amin.azimi@asec-na.com (Aminullah Azimi)
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
Our ASEC representative arrived on site as requested to observe the placement of 10 cubic yards of 3000 psi concrete for sidewalk and curbs at locations: Curbing along the right side of the road from STA 0+25 to STA 1+65 and sidewalk on the right side of the road from STA 2+10 to STA 2+75. A slump of 4 inches was measured. Concrete placement was performed within 90 minutes of batch time, and concrete temperature was measured at 80 degrees Fahrenheit, Unit Weight of Concrete tested on this day: 147.6 pcf Concrete observed on this date appeared to be placed in compliance with project specifications with regard to temperature, slump, air content, and batch to placement time. The following samples were obtained for compressive strength testing. Set A 1 set of 5 cylinders (3000 psi)
ASEC Sets
1
Field & Lab Data
ASEC Set ID
Laboratory Number
Date Sampled
Time Sampled
Sampled By
amin.azimi@asec-na.com (Aminullah Azimi)
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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