Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994418 DEA: 040J5504 EFIS: 0414000012
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84-17.2/17.2
Work Description: REPLACE BRIDGE, WIDEN ROADWAY, & CONSTRUCT SIDEWALKS.
Location Description: ALAMEDA COUNTY AT SUNOL FROM SILVER SPRING ROAD UNDERPASS TO PLEASANTON SUNOL ROAD
Contractor Name: GHILOTTI CONSTRUCTION CO. INC.
Contractor Address: 246 GHILOTTI AVE., SANTA ROSA, CA 95407
Resident Engineer: Scott Sowko Structure Rep.: Jordan Jarosz
DIME Sample ID: 2026-08-21-21
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3674 - Livermore
Sample Organization Contact: (510) 393-1493
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/21/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2026
The quantity of what the sample constitutes: 40 CY
A brief description of the sample: Structural Concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 33-0774
Structure name: Arroyo De La Laguna
The fabricator/manufacturer/facility name: Central
The concrete mix design number: D101C5E1
The truck number from where the sample was collected: Load 2 0763 Load 3 0229 Load 4 0309
The batch plant ticket number from where the sample was collected: 63390 63392 63393
Concrete batch plant: Central
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-08-21-21-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/28/2026
Date Tested: 08/28/2026
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:
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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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4220 psi
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Maximum load on cylinder 1
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51540 lb
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Maximum load on cylinder 2
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52380 lb
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Maximum load on cylinder 3
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55130 lb
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Compressive strength of cylinder 1
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4100.2 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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4167.1 psi
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Compressive strength of cylinder 3
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4385.8 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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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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Surface aur voids on all 3 cylinders, about the size of 1/8 inch.
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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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7 days
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Age of specimen in hours
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no data
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DIME Test ID: 2026-08-21-21-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/31/2026
Date Tested: 08/31/2026
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
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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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4680 psi
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Maximum load on cylinder 1
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58450 lb
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Maximum load on cylinder 2
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59700 lb
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Maximum load on cylinder 3
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58200 lb
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Compressive strength of cylinder 1
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4650.0 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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4749.4 psi
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Compressive strength of cylinder 3
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4630.1 psi
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Type of fracture pattern of cylinder 2
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2
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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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10 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2026-08-21-21-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/04/2026
Date Tested: 09/04/2026
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
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3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
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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4810 psi
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Maximum load on cylinder 1
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61710 lb
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Maximum load on cylinder 2
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60080 lb
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Maximum load on cylinder 3
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59520 lb
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Compressive strength of cylinder 1
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4909.3 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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4779.6 psi
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Compressive strength of cylinder 3
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4735.1 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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14 days
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Age of specimen in hours
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no data0 hours
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