Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215663 DEA: 060Y9304 EFIS: 0619000202
QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-198-R10.6/R14.8
Work Description: REPAIR BRIDGE COLUMNS.
Location Description: KINGS COUNTY IN AND NEAR LEMOORE AND ARMONA FROM 18TH AVENUE OVERCROSSING TO 14TH AVENUE UNDERCROSSING
Contractor Name: BOSCO CONSTRUCTORS INC
Contractor Address: 21353 MAYALL ST., CHATSWORTH CA 91311
Resident Engineer: Felix Vaquilar Structure Rep.: Nathan Quiroz
DIME Sample ID: 2022-11-21-40
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 11/21/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/22/2022
The quantity of what the sample constitutes: Unknown
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown
The concrete mix design number: ND21548
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Unknown
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-11-21-40-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/13/2022
Date Tested: 12/09/2022
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
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 C617 - Sulfur Mortar 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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3.99 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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12.5 in^2
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Compressive strength (to nearest 10 psi)
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5110 psi
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Maximum load on cylinder 1
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61280 lb
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Maximum load on cylinder 2
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65890 lb
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Maximum load on cylinder 3
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65150 lb
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Compressive strength of cylinder 1
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4875.1 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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5241.8 psi
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Compressive strength of cylinder 3
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5212 psi
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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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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Correction factor for cylinder 3
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1
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Age of specimen
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17 days
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Age of specimen in hours
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0 hours
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