Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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.: Avtar Bains
DIME Sample ID: 2021-06-03-9
TL Number from the TL Form: 1806867
Sample Submitted By Organization: CT D08 - Fontana 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
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.:
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 D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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
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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
|
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Compressive strength of cylinder 1
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3036.8 psi
|
|
Type of fracture pattern of cylinder 1
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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)
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no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
|
7 days
|
|
Age of specimen in hours
|
0 hours
|
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 D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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
|
6.02 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
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126570 lb
|
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Compressive strength of cylinder 1
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4498.4 psi
|
|
Type of fracture pattern of cylinder 1
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2
|
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Compressive strength of cylinder 2
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4447.3 psi
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Type of fracture pattern of cylinder 2
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3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
