Sample Record for 2025-05-27-22
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: 2025-05-27-22
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Vallejo Field Laboratory
Sample Organization Contact: 9166394315
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 05/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/29/2025
The quantity of what the sample constitutes: 6 cylinders (two sets of 3 cylinders)
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: Disney
Material Information
The concrete mix design number: 1629474
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1629474
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: COLLECTED AT JOBSITE
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: 2025-05-27-22-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/17/2025
Date Tested: 06/04/2025
Submitted By Organization: Quality Assurance Engineering, Inc dba Consolidated Engineering Laboratories
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
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|
Apparent mass of submerged cylinder 1
|
9 lb
|
|
Average diameter of cylinder 1
|
4.00 in
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|
Average diameter of cylinder 2
|
4.00 in
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|
Cross sectional area of cylinder 1
|
12.57 in^2
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|
Cross sectional area of cylinder 2
|
12.57 in^2
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Compressive strength (to nearest 10 psi)
|
4970 psi
|
|
Maximum load on cylinder 1
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61100 lb
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|
Maximum load on cylinder 2
|
63730 lb
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|
Compressive strength of cylinder 1
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4860.0 psi
|
|
Type of fracture pattern of cylinder 1
|
1
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|
Compressive strength of cylinder 2
|
5070.0 psi
|
|
Type of fracture pattern of cylinder 2
|
3
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
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1
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|
Correction factor for cylinder 2
|
1
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Age of specimen
|
8 days
|
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Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 2 of 3
DIME Test ID: 2025-05-27-22-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/25/2025
Date Tested: 06/17/2025
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
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Apparent mass of submerged cylinder 1
|
9 lb
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6430 psi
|
|
Maximum load on cylinder 1
|
83430 lb
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|
Maximum load on cylinder 2
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78180 lb
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|
Maximum load on cylinder 3
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80825 lb
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Compressive strength of cylinder 1
|
6640.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
6220.0 psi
|
|
Compressive strength of cylinder 3
|
6430 psi
|
|
Type of fracture pattern of cylinder 2
|
2
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|
Type of fracture pattern of cylinder 3
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
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|
Correction factor for cylinder 2
|
1
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|
Correction factor for cylinder 3
|
1
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Age of specimen
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21 days
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Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 3 of 3
DIME Test ID: 2025-05-27-22-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/25/2025
Date Tested: 06/24/2025
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
|
|
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
|
9 lb
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6490 psi
|
|
Maximum load on cylinder 1
|
80870 lb
|
|
Maximum load on cylinder 2
|
82390 lb
|
|
Compressive strength of cylinder 1
|
6430.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
6550.0 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
28 days
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|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
