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Sample Record for 2021-12-16-21

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

Project Information

Project ID: 215050 DEA: 080R1424 EFIS: 0815000201 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R125.0/R154.6
Work Description: ROADWAY EXCAVATION, IMPORT BORROW AND REGRADE THE MEDIAN SLOPE.
Location Description: SAN BERNARDINO COUNTY FROM 4.5 MILES EAST OF HOMER WASH BRIDGE TO ARIZONA STATE LINE
Contractor Name: Ames Construction
Contractor Address: 391 N. MAIN STREET, CORONA CA 92880
Resident Engineer: Darcy Davis Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-12-16-21
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: 12/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 01/13/2021
The quantity of what the sample constitutes: 2 cylinders
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex Bullhead City

Material Information

The concrete mix design number: 1619144
The truck number from where the sample was collected: 10069799
The batch plant ticket number from where the sample was collected: 46731134
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: DS 42 Wall and Deck, DS 42 Wingwall Footing
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: 2021-12-16-21-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/18/2022
Date Tested: 01/13/2022
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
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
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) 5910 psi
Maximum load on cylinder 1 167050 lb
Maximum load on cylinder 2 168350 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 28 days
Age of specimen in hours 0 hours