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Sample Record for 2021-06-15-52

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

Project Information

Project ID: 215257 DEA: 11056374 EFIS: 1117000087 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-11-0.6/2.7
Work Description: CONSTRUCT INTERCHANGE, PLACE JPCP, HMA, AND INSTALL LIGHTING.
Location Description: SAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 MILE WEST OF SANYO AVENUE UNDERCROSSING TO 1.2 MILE EAST OF ENRICO FERMI DRIVE OVERCROSSING
Contractor Name: SKANSKA USA CIVIL WEST CALIFORNIA DISTRICT INC.
Contractor Address: 1995 Agua Mansa Rd, Riverside, CA 92509
Resident Engineer: Victor Cardenas Structure Rep.: Wade Durant

Sample Information

DIME Sample ID: 2021-06-15-52
TL Number from the TL Form:
Sample Submitted By Organization: Sequoia Consultant
Sample Organization Contact: 1 (714) 974-6316
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2021
The quantity of what the sample constitutes: 20 CY
A brief description of the sample: CIP Concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons Otay Plant

Material Information

The concrete mix design number: RRM21063
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 6149042
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Sample from Concrete Truck, 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: 2021-06-15-52-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/05/2021
Date Tested: 07/13/2021
Submitted By Organization: Sequoia Consultant
Organization Address: 361 W Grove Ave,
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 6.00 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) 5440 psi
Maximum load on cylinder 1 154490 lb
Maximum load on cylinder 2 153240 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

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.