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Sample Record for 2022-02-03-42

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

Project Information

Project ID: 215236 DEA: 081C6804 EFIS: 0812000343 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74,79and371-Varies
Work Description: REPLACE STRUCTURAL CONCRETE BRIDGE, RETAINING WALL AND BOX CULVERT.
Location Description: RIVERSIDE COUNTY AT VARIOUS LOCATIONS
Contractor Name: Ortiz Enterprise
Contractor Address: 6 Cushing, Suite 200, Irvine, Ca 92618-4221
Resident Engineer: Nick Truong Structure Rep.: Arnel L. Vega

Sample Information

DIME Sample ID: 2022-02-03-42
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: 02/03/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/03/2022
The quantity of what the sample constitutes: 2 cylinders
A brief description of the sample: 1 inch mix
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex

Material Information

The concrete mix design number: 1610974
The truck number from where the sample was collected: 10070455
The batch plant ticket number from where the sample was collected: 30066631
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Arroyo Seco Location 3
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: 2022-02-03-42-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/23/2022
Date Tested: 02/03/2022
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
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
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) 5950 psi
Maximum load on cylinder 1 163350 lb
Maximum load on cylinder 2 174130 lb
Type of fracture pattern of cylinder 1 3
Type of fracture pattern of cylinder 2 3
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 0 days
Age of specimen in hours 28 hours