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Testing Report for 2021-05-07-2-2

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

Project Information

Project ID: 215188 DEA: 080F5434 EFIS: 0817000239 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-I-15,SR-91-6.1-7.6
Work Description: I-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location Description: Junction of I-15 and SR-91 in Corona, CA
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Roy Fisher Structure Rep.: Roy Fisher

Sample Information

DIME Sample ID: 2021-05-07-2
TL Number from the TL Form: 1026-57
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: 05/07/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/10/2021
The quantity of what the sample constitutes: 4 CYLINDER
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 1026-57
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The concrete mix design number: 1610974
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 29625321
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: SITE
Where the material sample would have been placed if not sampled: 15 and 91 CONNECTOR
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-05-07-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/14/2021
Date Tested: 05/14/2021
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:
Test Result Compliance:
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 5.98 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 4760 psi
Maximum load on cylinder 1 133665 lb
Maximum load on cylinder 2 134305 lb
Compressive strength of cylinder 1 4758.5 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4766.0 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 28 days
Age of specimen in hours no data