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Sample Record for 2023-11-21-70

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

Project Information

Project ID: 993551 DEA: 07279124 EFIS: 0715000076 QA Service Level: 2
DIST-CO-RTE-PM: 07-LA-57-60-R4.3/R4.5
Work Description: STATE ROUTE 57 and 60 HIGHWAYS CONFLUENCE CHOKEPOINT RELIEF PROJECT PHASE II
Location Description: CITY of DIAMOND BAR and CITY of INDUSTRY LOS ANGELES COUNTY, CALIFORNIA
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Martin Sandoval Structure Rep.: Quynh Nguyen

Sample Information

DIME Sample ID: 2023-11-21-70
TL Number from the TL Form:
Sample Submitted By Organization: Surecast West
Sample Organization Contact: (951) 491-9506
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 11/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/29/2023
The quantity of what the sample constitutes: 5.50
A brief description of the sample: TYPE II/V
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CEMEX-REDLANDS

Material Information

The concrete mix design number: 1611831
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 31024142
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: SAMPLEFROM WHEELBARROW
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2023-11-21-70-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/31/2024
Date Tested: 12/29/2023
Submitted By Organization: Surecast West
Organization Address: 8203 Alabama Street,
Organization City: Redlands
Organization State: CA
Organization Zipcode: 92373
Organization Email: cody@surecastwest.com
Organization Phone: (951) 491-9506
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
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.00 in
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.57 in^2
Compressive strength (to nearest 10 psi) 6070 psi
Maximum load on cylinder 1 77180 lb
Maximum load on cylinder 2 76110 lb
Maximum load on cylinder 3 75840 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 1
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 38 days
Age of specimen in hours no data0 hours