Sample Record for 2020-10-08-34
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213705 DEA: 07340604 EFIS: 0717000174
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,VEN-2,5,10,57,60,etc.-VAR
Work Description: ITS DETECTION REPAIR, MGS, VEGETATION CONTROL, CONCRETE BARRIER
Location Description: LOS ANGELES COUNTY AND VENTURA COUNTY AT VARIOUS LOCATIONS
Contractor Name: PTM GENERAL ENGINEERING SERVICES, INC.
Contractor Address: 5942 ACORN STREET, RIVERSIDE, CA 92504
Resident Engineer: Sherif Guiruis Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-10-08-34
TL Number from the TL Form: 1021-108A
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: 10/08/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/10/2020
The quantity of what the sample constitutes: 1 Batch Concrete
A brief description of the sample: Concrete Cyliders
From where was the sample collected: Other
Laboratory sample identification: 1021-108A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown
Material Information
The concrete mix design number: SC425N49
The truck number from where the sample was collected: 1488
The batch plant ticket number from where the sample was collected: 574886
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: na
Where the material sample would have been placed if not sampled: TRIAL BATCH PALMDALE AGGREGATE
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2020-10-08-34-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/20/2020
Date Tested: 10/15/2020
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
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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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ASTM C617/CTM521
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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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5.99 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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28.18 in^2
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Compressive strength (to nearest 10 psi)
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950 psi
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Maximum load on cylinder 1
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26580 lb
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Maximum load on cylinder 2
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26800 lb
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Compressive strength of cylinder 1
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943.2 psi
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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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951.0 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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7 days
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Age of specimen in hours
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no data
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Test 2 of 2
DIME Test ID: 2020-10-08-34-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/06/2020
Date Tested: 11/05/2020
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
|
5
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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5.99 in
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Average diameter of cylinder 3
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5.99 in
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Average diameter of cylinder 4
|
6.00 in
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Average diameter of cylinder 5
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5.99 in
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.18 in^2
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Cross sectional area of cylinder 3
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28.18 in^2
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Cross sectional area of cylinder 4
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28.27 in^2
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Cross sectional area of cylinder 5
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28.18 in^2
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Compressive strength (to nearest 10 psi)
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1790 psi
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Maximum load on cylinder 1
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50725 lb
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Maximum load on cylinder 2
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51020 lb
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Maximum load on cylinder 3
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52250 lb
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Maximum load on cylinder 4
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49960 lb
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Maximum load on cylinder 5
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48510 lb
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Compressive strength of cylinder 1
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1794.3 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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1810.5 psi
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Compressive strength of cylinder 3
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1854.2 psi
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Compressive strength of cylinder 4
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1767.2 psi
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Compressive strength of cylinder 5
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1721.4 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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Type of fracture pattern of cylinder 4
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1
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Type of fracture pattern of cylinder 5
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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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Correction factor for cylinder 3
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1
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Correction factor for cylinder 4
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1
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Correction factor for cylinder 5
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1
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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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no data
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