Concrete Test Report

Density test report

Date *

Project Number *

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: 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

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

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

Percentage Design Strength (%)

Specimen Data

Beam ID/Marking

Specimen ID/Marking

Prism ID/Marking

Date Cast

Date Tested

Curing Duration (Days)

Curing Method

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

Load Application

Cap Type

Loading Rate (psi/sec)

Loading Method (Hydraulic Machine)

Failure Mode

Compressive Strength (f'c)

Flexural Strength R (psi)

Result

Remarks

Add Specimen

Add New Set

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