Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995254 DEA: 040P9204 EFIS: 0418000026
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-680-6.4/6.6
Work Description: HMA AND RHMA SURFACING, DECK REPAIR, POLYESTER OVERLAY AND JOIN SEALS
Location Description: ALAMEDA COUNTY IN FREMONT FROM 0.1 MILE SOUTH OF MISSION SAN JOSE 680/238 SEPARATION TO 0.3 MILE NORTH OF MISSION SAN JOSE 680/238 SEPARATION
Contractor Name: MYERS & SONS CONSTRUCTION, LLC.
Contractor Address: 45 Morrison Avenue, Sacramento, CA 95838
Resident Engineer: Scott Sowko Structure Rep.: Jordan Jarosz
DIME Sample ID: 2025-07-26-4
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: 07/26/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/13/2025
The quantity of what the sample constitutes: 159.7 CY
A brief description of the sample: Rapid set concrete mix
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Mission San Jose Separation (MODIFY)
The fabricator/manufacturer/facility name: Myers
The concrete mix design number: 675CTSRSC
The truck number from where the sample was collected: Load 11 and 21
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
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: 2025-07-26-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/28/2025
Date Tested: 08/23/2025
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: 1-1,1-2,1-3 Labeled
Samples were damaged during Day 3 curing.
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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3360 psi
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Maximum load on cylinder 1
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43318 lb
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Maximum load on cylinder 2
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40796 lb
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Maximum load on cylinder 3
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42645 lb
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Compressive strength of cylinder 1
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3446.1 psi
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Type of fracture pattern of cylinder 1
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6
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Compressive strength of cylinder 2
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3245.5 psi
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Compressive strength of cylinder 3
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3392.6 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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28 days
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Age of specimen in hours
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no data
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DIME Test ID: 2025-07-26-4-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/28/2025
Date Tested: 08/23/2025
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: 2-1,2-2,2-3 Labeled
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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3.99 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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12.5 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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5410 psi
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Maximum load on cylinder 1
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70529 lb
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Maximum load on cylinder 2
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64493 lb
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Maximum load on cylinder 3
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68742 lb
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Compressive strength of cylinder 1
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5610.9 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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5159.4 psi
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Compressive strength of cylinder 3
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5468.7 psi
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Type of fracture pattern of cylinder 2
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6
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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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28 days
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Age of specimen in hours
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no data
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