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Sample Record for 2021-06-03-9

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

Project Information

Project ID: 214524 DEA: 07304504 EFIS: 0714000067 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-57-R0.0/R4.5
Work Description: CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location Description: LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
Contractor Name: Griffith Company
Contractor Address: 3050 E. Birch Street, Brea, CA 92821
Resident Engineer: Martin Sandoval Structure Rep.: Bains, Avtar

Sample Information

DIME Sample ID: 2021-06-03-9
TL Number from the TL Form: 1806867
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/03/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2021
The quantity of what the sample constitutes: 4
A brief description of the sample: concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1027-63
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffiti company

Material Information

The concrete mix design number: SC675B38
The truck number from where the sample was collected: 1666
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Footing location 3 between sta -138 63 to 139 96.89 pour
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2021-06-03-9-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/10/2021
Date Tested: 06/10/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
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) 3070 psi
Maximum load on cylinder 1 86155 lb
Maximum load on cylinder 2 88175 lb
Compressive strength of cylinder 1 3036.8 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 3108.0 psi
Type of fracture pattern of cylinder 2 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
Age of specimen 7 days
Age of specimen in hours 0 hours

Test 2 of 2

DIME Test ID: 2021-06-03-9-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/06/2021
Date Tested: 07/01/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
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 6.02 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 28.46 in^2
Compressive strength (to nearest 10 psi) 4470 psi
Maximum load on cylinder 1 127620 lb
Maximum load on cylinder 2 126570 lb
Compressive strength of cylinder 1 4498.4 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4447.3 psi
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.