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Sample Record for 2023-12-13-57

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

Project Information

Project ID: 209698 DEA: 072332E4 EFIS: 0700000391 COOP: 0705187 QA Service Level: 2
DIST-CO-RTE-PM: 07-LA-I-5-45.4/54
Work Description: Addition of 14 miles of HOV lanes in both directions would extend existing carpool lanes on the I- 5 in San Fernando Valley to Santa Clarita Valley
Location Description: The I-5 North Capacity Enhancements Project focuses on improvements to the I-5 freeway from cities of Santa Clarita and Castaic, beginning at the SR-14 interchange to Parker Rd.
Contractor Name: Not yet Awarded
Contractor Address: Unknown
Resident Engineer: Emile Eid Structure Rep.: Chanh Tong

Sample Information

DIME Sample ID: 2023-12-13-57
TL Number from the TL Form:
Sample Submitted By Organization: Sequoia Consultants
Sample Organization Contact: (714) 974-6316
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 12/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/14/2023
The quantity of what the sample constitutes: 2 cylinders
A brief description of the sample: Structural concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: national Ready mix ontario

Material Information

The concrete mix design number: S63C451T1
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 287515
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: RW2535 Ftg. (RH Shoulder Past Calgrove)
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-12-13-57-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/08/2024
Date Tested: 01/10/2024
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
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) 4490 psi
Maximum load on cylinder 1 125100 lb
Maximum load on cylinder 2 129370 lb
Type of fracture pattern of cylinder 1 2
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 data0 hours