Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001946 DEA: 040P9004 EFIS: 0418000024
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-580-R41.3 to R44.8
Work Description:
Location Description:
Contractor Name: GOLDEN STATE BRIDGE
Contractor Address: Unknown
Resident Engineer: Jasmaninder Singh Structure Rep.: Jingan Chen
DIME Sample ID: 2026-09-17-3
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3672 - Richmond
Sample Organization Contact: (510) 231-7108
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 09/17/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2026
The quantity of what the sample constitutes: 10CY
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: Cemex oakland
The concrete mix design number: 1637498
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 32144268
Concrete batch plant: CEMEX Oakland
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of the truck Chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-09-17-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/25/2026
Date Tested: 09/25/2026
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: Lab power outage 9/24
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
|
3
|
|
Test performed
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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
|
|
Average diameter of cylinder 2
|
4.00 in
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|
Average diameter of cylinder 3
|
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
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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)
|
4670 psi
|
|
Maximum load on cylinder 1
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57775 lb
|
|
Maximum load on cylinder 2
|
58620 lb
|
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Maximum load on cylinder 3
|
59795 lb
|
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Compressive strength of cylinder 1
|
4596.3 psi
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Compressive strength of cylinder 2
|
4663.5 psi
|
|
Compressive strength of cylinder 3
|
4757 psi
|
|
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
|
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
|
8 days
|
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Age of specimen in hours
|
no data
|
DIME Test ID: 2026-09-17-3-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/01/2026
Date Tested: 10/01/2026
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
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
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
|
|
Cross sectional area of cylinder 3
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12.57 in^2
|
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Compressive strength (to nearest 10 psi)
|
5680 psi
|
|
Maximum load on cylinder 1
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70450 lb
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Maximum load on cylinder 2
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72250 lb
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Maximum load on cylinder 3
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71680 lb
|
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Compressive strength of cylinder 1
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5604.6 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
5747.8 psi
|
|
Compressive strength of cylinder 3
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5702.5 psi
|
|
Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
|
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
|
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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14 days
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Age of specimen in hours
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no data0 hours
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