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

Sample Record for 2020-05-21-17

Project Information

Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-34.7/51.6
Location Description: Riverside County and SBD-15-0.0/1.3
Contractor Name: Skanska-Ames, Joint Venture Contractor Address: 1801 California Avenue
Resident Engineer: Roy Fisher (reports) Structure Rep.: Fisher, Roy

Sample Information

DIME Sample ID: 2020-05-21-17
TL Number from the TL Form: 179
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 05/21/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2020
The quantity of what the sample constitutes: NA
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 974-179
Structure unique identifier:
Structure name:

Material Information

The concrete mix design number: G3-18-PCC-135
The truck number from where the sample was collected: 2
The batch plant ticket number from where the sample was collected: NOT PROVIDED
Concrete batch plant: NOT PROVIDED
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LOAD 2
Where the material sample would have been placed if not sampled: NB I15 INSIDE LANES STA 21895
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2020-05-21-17-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/28/2020
Date Tested: 05/28/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
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) 520 psi
Maximum load on cylinder 1 15180 lb
Maximum load on cylinder 2 14460 lb
Compressive strength of cylinder 1 537.0 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 511.5 psi
Type of fracture pattern of cylinder 2 2
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 7 days
Age of specimen in hours no data