*Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Sample Record for 2020-07-16-4


Project Information

Project ID: 99999 DEA: 0322222 QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Contractor Address:
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-16-4
TL Number from the TL Form:
Sample Submitted By Organization: ZZCT - Sacramento DIME Development-AVS Testing Internal
Sample Organization Contact:
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/16/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/16/2020
The quantity of what the sample constitutes: 2 concrete cylinders
A brief description of the sample: PCC Core
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

The concrete mix design number: 1825-A
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 12345
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2020-07-16-4-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/16/2020
Date Tested: 07/16/2020
Submitted By Organization: ZZCT - Sacramento DIME Development-AVS Testing Internal
Organization Address: 123 st
Test General Comments:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Capped in accordance with? ASTM C617/CTM521
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 3020 psi
Maximum load on cylinder 1 86955 lb
Maximum load on cylinder 2 83480 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Age of specimen 1 days
Age of specimen in hours 0 hours