Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215401 DEA: 040Q3004 EFIS: 0418000069 COOP: 042776
QA Service Level: 2
DIST-CO-RTE-PM: 04-ALA-680-R10.6/R21.9
Work Description: I-680 Southbound express lanes and rehabilitation
Location Description: I- 680 Southbound from State Route (SR) 84 to Alcosta Boulevard in Alameda County
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-03-10-18
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Sample Organization Contact: (510) 224-6127
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 03/10/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/12/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton
Source Identification (SMARA, name of Pit or Job Site): 91-01-0010
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Plant Sampler
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number: 220304
DIME Test ID: 2025-03-10-18-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/14/2025
Date Tested: 03/12/2025
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Sample #2
Test Result Compliance: complies
Additional Comments When Verified:
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What type of gradation is being tested?
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Combined Gradation
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Cumulative percent passing the 2 in. sieve
|
100 %
|
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Cumulative percent passing the 1 1/2 in. sieve
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100 %
|
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Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
99 %
|
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Cumulative percent passing the 1/2 in. sieve
|
84 %
|
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Cumulative percent passing the 3/8 in. sieve
|
71 %
|
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Cumulative percent passing the #4 sieve
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49 %
|
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Cumulative percent passing the #8 sieve
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29 %
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Cumulative percent passing the #16 sieve
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19 %
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Cumulative percent passing the #30 sieve
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13 %
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Cumulative percent passing the #50 sieve
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10 %
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Cumulative percent passing the #100 sieve
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5 %
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Cumulative percent passing the #200 sieve
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4.3 %
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DIME Test ID: 2025-03-10-18-2
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 03/14/2025
Date Tested: 03/12/2025
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Sample #2
Test Result Compliance: complies
Additional Comments When Verified:
