Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993141 DEA: 060V1204 EFIS: 0616000207
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-99-R6.9/R7.6
Work Description: Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS.
Location Description: MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 3075 Townsgate Road, Westlake Village CA 91361
Resident Engineer: Din Dadawalla Structure Rep.: Ye Yang
DIME Sample ID: 2024-10-11-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/14/2024
The quantity of what the sample constitutes: 95 CY
A brief description of the sample: Retaining wall 2 concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Retaining wall 2
The fabricator/manufacturer/facility name: Builders
The concrete mix design number: ND10531
The truck number from where the sample was collected: 9162
The batch plant ticket number from where the sample was collected: 1365067
Concrete batch plant: Sanger
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: TAIL GATE
Where the material sample would have been placed if not sampled: RW 2 stem
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-10-11-21-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/21/2024
Date Tested: 10/18/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: required strength is 3600 @ 28 day
Test Result Compliance: does not comply
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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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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2570 psi
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Maximum load on cylinder 1
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34390 lb
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Maximum load on cylinder 2
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31750 lb
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Maximum load on cylinder 3
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30860 lb
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Compressive strength of cylinder 1
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2735.9 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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2525.9 psi
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Compressive strength of cylinder 3
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2455.1 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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7 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2024-10-11-21-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/08/2024
Date Tested: 11/08/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: Required strenght 3600 psi @ 28 days
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
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3
|
|
Test performed
|
With no density determined
|
|
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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4060 psi
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Maximum load on cylinder 1
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50750 lb
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Maximum load on cylinder 2
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51950 lb
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Maximum load on cylinder 3
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50300 lb
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Compressive strength of cylinder 1
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4037.4 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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4132.9 psi
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Compressive strength of cylinder 3
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4001.6 psi
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Type of fracture pattern of cylinder 2
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5
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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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no data0 hours
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