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Sample Record for 2022-05-07-9

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: 2022-05-07-9
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: 05/07/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/07/2022
The quantity of what the sample constitutes: 300 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: 22-1048
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving Plant - Baldwin Park

Material Information

The concrete mix design number: G3-22-LRS-271
The truck number from where the sample was collected: Load 6
The batch plant ticket number from where the sample was collected: 242832
Concrete 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: 2022-05-07-9-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/16/2022
Date Tested: 05/14/2022
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:
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 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 3280 psi
Maximum load on cylinder 1 93470 lb
Maximum load on cylinder 2 91610 lb
Type of fracture pattern of cylinder 1 5
Type of fracture pattern of cylinder 2 5
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 data0 hours