Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995217 DEA: 061F6904 EFIS: 0623000144
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-190-38/57, 39/47, 32/57
Work Description: Emergency Landslide Repair. Roadway / Slope / Culvert repairs.
Location Description:
Contractor Name: MCM CONSTRUCTION
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya
DIME Sample ID: 2024-01-25-44
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 01/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/27/2024
The quantity of what the sample constitutes: Unknown Quantity
A brief description of the sample: PCC cylinders retaining wall #1 piles
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Collected at jobsite
The concrete mix design number: 2804HF
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 167800
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-01-25-44-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/23/2024
Date Tested: 02/22/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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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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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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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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4.00 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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12.57 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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5000 psi
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Maximum load on cylinder 1
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62769 lb
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Maximum load on cylinder 2
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63461 lb
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Maximum load on cylinder 3
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62188 lb
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Compressive strength of cylinder 1
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4993.6 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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5048.6 psi
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Compressive strength of cylinder 3
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4947.3 psi
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Type of fracture pattern of cylinder 2
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4
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Type of fracture pattern of cylinder 3
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4
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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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Age of specimen
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28 days
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Age of specimen in hours
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no data0 hours
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