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Sample Record for 2022-09-24-20

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

Project Information

Project ID: 212720 DEA: 07291404 EFIS: 0712000094 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-1-55-58
Work Description: TRANCAS CREEK BRIDGE REPLACEMENT
Location Description: IN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027).
Contractor Name: STACY AND WITBECK, INC.
Contractor Address: 3939 Atlantic Ave Suite 114, Long Beach, CA 90807
Resident Engineer: Dan Leon Structure Rep.: Frank Lofti

Sample Information

DIME Sample ID: 2022-09-24-20
TL Number from the TL Form:
Sample Submitted By Organization: Bethlehem Construction, Incorporated
Sample Organization Contact: (661) 758-1001
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/24/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2022
The quantity of what the sample constitutes: 24CY
A brief description of the sample: Voided Slab
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Bethlehem Construction

Material Information

The concrete mix design number: SCC-ASH-32_3
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 0010455
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: MIDDLE OF THE LOAD
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: 2022-09-24-20-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/27/2022
Date Tested: 10/03/2022
Submitted By Organization: Bethlehem Construction, Incorporated
Organization Address: 425 J Street,
Organization City: Wasco
Organization State: CA
Organization Zipcode: 93280
Organization Email: keithl@bethlehemconstruction.com
Organization Phone: (661) 758-1001
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Cross sectional area of cylinder 3 28.27 in^2
Compressive strength (to nearest 10 psi) 6470 psi
Maximum load on cylinder 1 183560 lb
Maximum load on cylinder 2 178870 lb
Maximum load on cylinder 3 183390 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 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
Correction factor for cylinder 3 1
Age of specimen 8 days
Age of specimen in hours no data0 hours