Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994109 DEA: 060W1704 EFIS: 0617000103
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R27.4/R28.5
Work Description: REMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL.
Location Description: FRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING
Contractor Name: RNR Construction, Inc
Contractor Address: 8589 Thys Court, Sacramento, CA,95828
Resident Engineer: Mark Mengoni Structure Rep.: Benjamin Holton
DIME Sample ID: 2024-02-15-16
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 02/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/16/2024
The quantity of what the sample constitutes: 104 CY
A brief description of the sample: 7.18sk 1AGG
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Hwy 41 Soil Nail Wall
The fabricator/manufacturer/facility name: Builders Concrete Ready Mix Plant Sanger
The concrete mix design number: ND22023
The truck number from where the sample was collected: 9221
The batch plant ticket number from where the sample was collected: 111337568
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Dischard from concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-02-15-16-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/15/2024
Date Tested: 03/14/2024
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 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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6100 psi
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Maximum load on cylinder 1
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74200 lb
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Maximum load on cylinder 2
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78870 lb
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Maximum load on cylinder 3
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76900 lb
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Compressive strength of cylinder 1
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5902.9 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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6274.5 psi
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Compressive strength of cylinder 3
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6117.7 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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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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Age of specimen
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28 days
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Age of specimen in hours
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0 hours
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