Sample Record for 2025-11-14-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000781 DEA: 040P9304 EFIS: 0418000027
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-80-7.6,12.8
Work Description: BRIDGE RAILING, MVP, CURB & GUTTER, SIDEWALKS, & ELECTRICAL SYSTEMS.
Location Description: CONTRA COSTA COUNTY IN PINOLE AT APPIAN WAY OVERCROSSING AND NEAR HERCULES AT CUMMINGS SKYWAY OVERCROSSING.
Contractor Name: BUGLER CONSTRUCTION, INC.
Contractor Address: 4847 Hopyard Road Ste 4-395, Pleasanton, CA 94588
Resident Engineer: Zhuohang Deng Structure Rep.: Rommoney Wu
Sample Information
DIME Sample ID: 2025-11-14-2
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3672 - Richmond
Sample Organization Contact: (510) 231-7108
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 11/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/17/2025
The quantity of what the sample constitutes: 27
A brief description of the sample: Approach slab
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Central
Material Information
The concrete mix design number: h45h1522
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 952093
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: On site
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2025-11-14-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/17/2025
Date Tested: 11/17/2025
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
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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
|
|
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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4510 psi
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Maximum load on cylinder 1
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53795 lb
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Maximum load on cylinder 2
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59850 lb
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Maximum load on cylinder 3
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56330 lb
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Compressive strength of cylinder 1
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4279.6 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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4761.3 psi
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Compressive strength of cylinder 3
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4481.3 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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3 days
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Age of specimen in hours
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no data
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Test 2 of 2
DIME Test ID: 2025-11-14-2-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/01/2025
Date Tested: 12/01/2025
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: 14-day break adjusted to 17-day break due to holiday
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
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4.01 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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12.63 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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7140 psi
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Maximum load on cylinder 1
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90630 lb
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Maximum load on cylinder 2
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88700 lb
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Maximum load on cylinder 3
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90500 lb
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Compressive strength of cylinder 1
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7210.0 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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7023.0 psi
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|
Compressive strength of cylinder 3
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7199.7 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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17 days
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Age of specimen in hours
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no data
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Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2025-11-14-2-3 | ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | 11/17/2025 | 12/12/2025 | Mario Periera Vaz | CT HQ - Vallejo Field Laboratory | | Mario Periera Vaz |
150469
