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Testing Report for 2021-04-01-13-1

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

Project Information

Project ID: 214466 DEA: 081F1414 EFIS: 0815000231 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-15-54.2/54.3
Work Description: Slab & lane replacement with JPCP & precast conc pavement, place HMA.
Location Description: Riverside and San Diego County
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mike Bergevin Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-04-01-13
TL Number from the TL Form:
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: 04/01/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/08/2021
The quantity of what the sample constitutes: 2
A brief description of the sample: CONCERETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 1013-51
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: security paving

Material Information

The concrete mix design number: 1419984
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: ROUTE 15 TEMECNLA LANE 3 AND 4 STA 108 25
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-04-01-13-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/21/2021
Date Tested: 04/09/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Additional Comments When Verified :

Submitted Test Results

Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 1360 psi
Maximum load on cylinder 1 38800 lb
Maximum load on cylinder 2 38205 lb
Compressive strength of cylinder 1 1367.6 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 1346.7 psi
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 8 days
Age of specimen in hours no data