Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214989 DEA: 050L7224 EFIS: 0515000098
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-1-34.5
Work Description: REPLACE BRIDGE.
Location Description: SAN LUIS OBISPO COUNTY NEAR MORRO BAY AT OLD CREEK BRIDGE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 1686 Ramona Avenue, Suite D, Grover Beach, CA 93433
Resident Engineer: Rick Silva Structure Rep.: Sal Heredia
DIME Sample ID: 2023-04-24-103
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Sample Organization Contact: 805-540-9933
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/24/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/25/2023
The quantity of what the sample constitutes: PCC Abut 1 App Slab
A brief description of the sample: 2 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Abut 1 Approach Slab
The fabricator/manufacturer/facility name: Calportland
The concrete mix design number: 725RHS2010
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Mix Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-04-24-103-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/22/2023
Date Tested: 05/22/2023
Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Organization Address: 102 South Whitley Gardens Drive,
Organization City: Paso Robles
Organization State: CA
Organization Zipcode: 93346
Organization Email: kyle.engen@dot.ca.gov
Organization Phone: (805) 540-9933
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
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Test performed
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With no density determined
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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6.04 in
|
Average diameter of cylinder 2
|
6.04 in
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Cross sectional area of cylinder 1
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28.65 in^2
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Cross sectional area of cylinder 2
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28.65 in^2
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Compressive strength (to nearest 10 psi)
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6590 psi
|
Maximum load on cylinder 1
|
187478 lb
|
Maximum load on cylinder 2
|
190074 lb
|
Compressive strength of cylinder 1
|
6543.7 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
6634.3 psi
|
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
|
Correction factor for cylinder 2
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1
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Age of specimen
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28 days
|
Age of specimen in hours
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0 hours
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