Sample Record for 2023-09-14-45
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993526 DEA: 07301704 EFIS: 0714000033
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210,605-R33.6/R36.5,25.7/26.0
Work Description: SLOPE PAVING, PLANT ESTABLISHMENT AND MODIFYING IRRIGATION SYSTEM.
Location Description: LOS ANGELES COUNTY IN MONROVIA, DUARTE AND IRWINDALE AT VARIOUS LOCATIONS ON ROUTE 210 FROM 0.1 MILE WEST OF SOUTH MAGNOLIA AVENUE UNDERCROSSING TO 0.1 MILE EAST OF ROUTE 210/605 SEPARATION AND ON ROUTE 605 FROM 0.1 MILE SOUTH TO 0.2 MILE NORTH OF ROUTE 2
Contractor Name: Griffith Company
Contractor Address: 3050 E. Birch Street, Brea, California 92821
Resident Engineer: Miguel Rodriguez Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-09-14-45
TL Number from the TL Form: 1054-914
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: 09/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2023
The quantity of what the sample constitutes: 6
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1054-914
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Gunner Concrete
Material Information
The concrete mix design number: 44
The truck number from where the sample was collected: 70
The batch plant ticket number from where the sample was collected: 75
Concrete batch plant: Gunner Concrete
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Slope paving. Location 6 between sta 192.95 to 193.90
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: 2023-09-14-45-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/11/2023
Date Tested: 09/21/2023
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?
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US Units
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Number of specimens
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3
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Test performed
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With no density determined
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Apparent mass of submerged cylinder 1
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0 lb
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Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
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4.01 in
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Average diameter of cylinder 3
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4.00 in
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Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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2420 psi
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Maximum load on cylinder 1
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30380 lb
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Maximum load on cylinder 2
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31660 lb
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Maximum load on cylinder 3
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29380 lb
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Compressive strength of cylinder 1
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2420.0 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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2510.0 psi
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Compressive strength of cylinder 3
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2340 psi
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Type of fracture pattern of cylinder 2
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1
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Type of fracture pattern of cylinder 3
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1
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1.00
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Correction factor for cylinder 2
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1.00
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Correction factor for cylinder 3
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1.00
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Age of specimen
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7 days
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Age of specimen in hours
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0 hours
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Serial number of delivery ticket, if available
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no data
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Test 2 of 2
DIME Test ID: 2023-09-14-45-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/14/2023
Date Tested: 10/12/2023
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
|
3
|
|
Test performed
|
With no density determined
|
|
Apparent mass of submerged cylinder 1
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0 lb
|
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Average diameter of cylinder 1
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4.02 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
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4.01 in
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Cross sectional area of cylinder 1
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12.69 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
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3770 psi
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Maximum load on cylinder 1
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48440 lb
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Maximum load on cylinder 2
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48910 lb
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Maximum load on cylinder 3
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45550 lb
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Compressive strength of cylinder 1
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3820.0 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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3890.0 psi
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Compressive strength of cylinder 3
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3610 psi
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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1
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1.00
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Correction factor for cylinder 2
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1.00
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Correction factor for cylinder 3
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1.00
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Age of specimen
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28 days
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Age of specimen in hours
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0 hours
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Serial number of delivery ticket, if available
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no data
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