Sample Record for 2025-06-26-37
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000285 DEA: 042Q4604 EFIS: 0419000015
QA Service Level: 1
DIST-CO-RTE-PM: 04-SF-101-0.8,3.4
Work Description: BRIDGE RAIL REPLACEMENT.
Location Description: THE CITY AND COUNTY OF SAN FRANCISCO AT THIRD STREET UNDERCROSSING AND AT TWENTY THIRD STREET OVERCROSSING.
Contractor Name: DISNEY CONSTRUCTION, INC.
Contractor Address: 533 Airport Blvd, Suite 120, Burlingame, CA 94010
Resident Engineer: Charles Koos Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-06-26-37
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3674 - Pacifica 1
Sample Organization Contact: 510-867-4549
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/26/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2025
The quantity of what the sample constitutes: 6 Cylinders 4x8
A brief description of the sample: Type II-V Cement Wing Wall
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Wing Wall
The fabricator/manufacturer/facility name: Cemex
Material Information
The concrete mix design number: 1521431
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 41211711
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Kansas St/ 23rd St in SF
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2025-06-26-37-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/07/2025
Date Tested: 07/03/2025
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut,
Organization City: vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: (916) 639-4315
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
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Number of specimens
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2
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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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Apparent mass of submerged cylinder 1
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9 lb
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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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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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Compressive strength (to nearest 10 psi)
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4830 psi
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Maximum load on cylinder 1
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60763 lb
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Maximum load on cylinder 2
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60649 lb
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Compressive strength of cylinder 1
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4830.0 psi
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Type of fracture pattern of cylinder 1
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5
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Compressive strength of cylinder 2
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4820.0 psi
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Type of fracture pattern of cylinder 2
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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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Age of specimen
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no data0 days
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Age of specimen in hours
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no data0 hours
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Serial number of delivery ticket, if available
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no data
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Test 2 of 3
DIME Test ID: 2025-06-26-37-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut Avenue, Suite 150,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: 9166394315
This test has been superseded on 09/30/2025.
Reason: retested
Test 3 of 3
DIME Test ID: 2025-06-26-37-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/24/2025
Date Tested: 07/24/2025
Submitted By Organization: Kleinfelder - Hayward
Organization Address: 690 Walnut,
Organization City: vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: (916) 639-4315
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Apparent mass of submerged cylinder 1
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9 lb
|
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Average diameter of cylinder 1
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4.02 in
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Average diameter of cylinder 2
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4.01 in
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Cross sectional area of cylinder 1
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12.69 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Compressive strength (to nearest 10 psi)
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6250 psi
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Maximum load on cylinder 1
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79411 lb
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Maximum load on cylinder 2
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78787 lb
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Compressive strength of cylinder 1
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6260.0 psi
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Type of fracture pattern of cylinder 1
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5
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Compressive strength of cylinder 2
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6240.0 psi
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Type of fracture pattern of cylinder 2
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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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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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Serial number of delivery ticket, if available
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no data
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