Sample Record for 2024-04-24-30
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994311 DEA: 080R1704 EFIS: 0812000028
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R25.0/R50.0
Work Description: CONSTRUCT CSP, CSPA, SSPPA, STR CONC HW, IB, BFM, RSP, & MGS.
Location Description: SAN BERNARDINO COUNTY AT NEWBERRY SPRINGS AND LUDLOW FROM 1.6 MILES EAST OF FORT CADY ROAD OVERCROSSING TO CRUCERO ROAD UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Thanh Pham Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-04-24-30
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 Assurance
Type of Material: Concrete
Sample Taken Date: 04/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/26/2024
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 1060-424
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons Lucern Quarry
Material Information
The concrete mix design number: sm450p48
The truck number from where the sample was collected: 1910
The batch plant ticket number from where the sample was collected: 571133
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: job
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: 2024-04-24-30-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/06/2024
Date Tested: 05/01/2024
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: (909) 829-3029
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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2
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Test performed
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With no density determined
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Capped in accordance with?
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no data
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Apparent mass of submerged cylinder 1
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no data0 lb
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Average diameter of cylinder 1
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5.99 in
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Average diameter of cylinder 2
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6.00 in
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Cross sectional area of cylinder 1
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28.18 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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3640 psi
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Maximum load on cylinder 1
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101945 lb
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Maximum load on cylinder 2
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103280 lb
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Compressive strength of cylinder 1
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3620.0 psi
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Type of fracture pattern of cylinder 1
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4
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Compressive strength of cylinder 2
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3650.0 psi
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Type of fracture pattern of cylinder 2
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2
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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
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Correction factor for cylinder 2
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1
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Age of specimen
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no data0 days
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Age of specimen in hours
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no data0 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: 2024-04-24-30-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/22/2024
Date Tested: 05/22/2024
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: (909) 829-3029
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?
|
no data
|
|
Apparent mass of submerged cylinder 1
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no data0 lb
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Average diameter of cylinder 1
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5.98 in
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Average diameter of cylinder 2
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5.97 in
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Cross sectional area of cylinder 1
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28.09 in^2
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Cross sectional area of cylinder 2
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27.99 in^2
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Compressive strength (to nearest 10 psi)
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5120 psi
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Maximum load on cylinder 1
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139275 lb
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Maximum load on cylinder 2
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147420 lb
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Compressive strength of cylinder 1
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4960.0 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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5270.0 psi
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Type of fracture pattern of cylinder 2
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3
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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
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Correction factor for cylinder 2
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1
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Age of specimen
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no data0 days
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Age of specimen in hours
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no data0 hours
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Serial number of delivery ticket, if available
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no data
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