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Sample Record for 2021-02-08-20

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

Project Information

Project ID: 215039 DEA: 081H4004 EFIS: 0817000031 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-0.4
Contractor Name: Pacific Restoration Group Inc
Contractor Address: PO Box 2061, Lake Elsinore, CA 92531-2061
Resident Engineer: Thanh Pham Structure Rep.: Husam Mohd Ankir

Sample Information

DIME Sample ID: 2021-02-08-20
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 02/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/02/2021
The quantity of what the sample constitutes: 2
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 1024-28
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: GRIFFITH

Material Information

The concrete mix design number: SC505B38
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: TRUCK
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: 2021-02-08-20-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 04/01/2021
Date Tested: 03/08/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email:
Organization Phone: 213-792-4794
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
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 4450 psi
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 4518.5 psi
Compressive strength of cylinder 2 4381.3 psi
Maximum load on cylinder 1 128190 lb
Maximum load on cylinder 2 123860 lb
Type of fracture pattern of cylinder 1 5
Type of fracture pattern of cylinder 2 5
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

Tests Assigned to this Sample

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