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Sample Record for 2022-02-05-3

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

Project Information

Project ID: 214671 DEA: 07303904 EFIS: 0714000044 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-31.2/37.2
Work Description: LANE REPLACEMENT
Location Description: LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING
Contractor Name: Sierra Landscape Development Inc.
Contractor Address: 2209 1/2 Chico Ave., South El Monte CA, 91733
Resident Engineer: Hai Hong Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-02-05-3
TL Number from the TL Form:
Sample Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Sample Organization Contact: (909) 833-5780
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/05/2022
The quantity of what the sample constitutes: 650 CY
A brief description of the sample: A set of 2 LCB RS cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 22-0217
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving Burbank Batch Plant

Material Information

The concrete mix design number: G322LRS271
The truck number from where the sample was collected: Load 60
The batch plant ticket number from where the sample was collected: 183806
Concrete batch plant: Security Paving Burbank 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 on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-02-05-3-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/07/2022
Date Tested: 02/05/2022
Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Organization Address: 620 South Magnolia Avenue, Building G,
Organization City: Ontario
Organization State: CA
Organization Zipcode: 91762
Organization Email: mdorsch@kleinfelder.com
Organization Phone: (909) 833-5780
General Comments for this Test: Average opening age breaks = 260 psi at 3.5 hours. Values above our placeholders. QC performed testing and we don't have data other than compressive strength.
Test Result Compliance:
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 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 0 in^2
Cross sectional area of cylinder 2 0 in^2
Compressive strength (to nearest 10 psi) 260 psi
Maximum load on cylinder 1 0 lb
Maximum load on cylinder 2 0 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) Values above our placeholders. QC performed testing and we don't have data other than compressive strength.
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Age of specimen 0 days
Age of specimen in hours 4 hours