Sample Record for 2020-10-21-6
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215132 DEA: 051M6404 EFIS: 0520000045
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-37/46, 37.0-46.0
Work Description: Atascadero Slab Replacement - replace JPCP with precast pavement panels (Procast)
Location Description: US 101 near Atascadero
Contractor Name: Atkinson Construction
Contractor Address: 2420 E Cesar Chavez Avenue, Los Angeles, Ca 90033
Resident Engineer: Andrew Borrelli Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-10-21-6
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/21/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/22/2020
The quantity of what the sample constitutes: 4 cylinders
A brief description of the sample: 6x12 concrete cylindes
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pro-cast Products Inc
Material Information
The concrete mix design number: RRM14062
The truck number from where the sample was collected: Load 3
The batch plant ticket number from where the sample was collected: 5749581
Concrete batch plant: Robertson
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: by the casting bed
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: 2020-10-21-6-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/06/2020
Date Tested: 11/04/2020
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?
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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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ASTM C617/CTM521
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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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6.01 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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28.37 in^2
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Compressive strength (to nearest 10 psi)
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6480 psi
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Maximum load on cylinder 1
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184280 lb
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Maximum load on cylinder 2
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183000 lb
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Compressive strength of cylinder 1
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6518.6 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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6450.5 psi
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Type of fracture pattern of cylinder 2
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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
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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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14 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: 2020-10-21-6-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/28/2020
Date Tested: 11/18/2020
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
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6.00 in
|
|
Cross sectional area of cylinder 1
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28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
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Compressive strength (to nearest 10 psi)
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7230 psi
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Maximum load on cylinder 1
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206455 lb
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Maximum load on cylinder 2
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202325 lb
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Compressive strength of cylinder 1
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7303.0 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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7156.9 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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28 days
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Age of specimen in hours
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no data
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