Sample Record for 2024-12-13-16
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2024-12-13-16
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: 12/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/16/2024
The quantity of what the sample constitutes: 132 CY
A brief description of the sample: Approach Slab Concrete
From where was the sample collected: Job Site
Laboratory sample identification: 218
Structure unique identifier:
Structure name: NBOR
The fabricator/manufacturer/facility name: Builders Concrete
Material Information
The concrete mix design number: ND22023
The truck number from where the sample was collected: 9207
The batch plant ticket number from where the sample was collected: 1368436
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: NBOR approach slabs
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2024-12-13-16-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/18/2024
Date Tested: 12/18/2024
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 strenght 4000 psi @ 28 days
Test Result Compliance: does not comply
Additional Comments When Verified:
|
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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3920 psi
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Maximum load on cylinder 1
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49680 lb
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Maximum load on cylinder 2
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48890 lb
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Maximum load on cylinder 3
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49170 lb
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Compressive strength of cylinder 1
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3952.3 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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3889.4 psi
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Compressive strength of cylinder 3
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3911.7 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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5
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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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5 days
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Age of specimen in hours
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no data0 hours
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Test 2 of 2
DIME Test ID: 2024-12-13-16-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/10/2025
Date Tested: 01/10/2025
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: Strenght required 4000 psi @ 28 days
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
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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5900 psi
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Maximum load on cylinder 1
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72010 lb
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Maximum load on cylinder 2
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75500 lb
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Maximum load on cylinder 3
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75020 lb
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Compressive strength of cylinder 1
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5728.7 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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6006.4 psi
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Compressive strength of cylinder 3
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5968.2 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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28 days
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Age of specimen in hours
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no data0 hours
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