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Sample Record for 2024-10-27-7

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994797 DEA: 040Y2004 EFIS: 0422000256 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-580-R7.8/11.0,18.6/21.0
Work Description: COLD PLANE AC PAVEMENT AND PLACE RHMA, AND REPLACE PCC SLABS.
Location Description: ALAMEDA COUNTY IN AND NEAR LIVERMORE AND PLEASANTON FROM 0.2 MILE EAST OF GREENVILLE OVERHEAD TO 0.3 MILE WEST OF FIRST STREET OVERCROSSING AND FROM 0.2 MILE EAST OF HACIENDA DRIVE OVERCROSSING TO 0.4 MILE EAST OF SAN RAMON ROAD OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Reza Kamkar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-27-7
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: 10/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/28/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA-SP Type A w/25% RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton

Material Information

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
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-10-27-7-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/29/2024
Date Tested: 10/29/2024
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 #1
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 98 %
Cumulative percent passing the 1/2 in. sieve 81 %
Cumulative percent passing the 3/8 in. sieve 69 %
Cumulative percent passing the #4 sieve 47 %
Cumulative percent passing the #8 sieve 27 %
Cumulative percent passing the #16 sieve 16 %
Cumulative percent passing the #30 sieve 12 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4.6 %

Test 2 of 4

DIME Test ID: 2024-10-27-7-2
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: 10/29/2024
Date Tested: 10/29/2024
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 #1
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 69

Test 3 of 4

DIME Test ID: 2024-10-27-7-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/29/2024
Date Tested: 10/29/2024
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:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 99 %
Cumulative percent passing the 1/2 in. sieve 81 %
Cumulative percent passing the 3/8 in. sieve 69 %
Cumulative percent passing the #4 sieve 46 %
Cumulative percent passing the #8 sieve 27 %
Cumulative percent passing the #16 sieve 17 %
Cumulative percent passing the #30 sieve 13 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4.6 %

Test 4 of 4

DIME Test ID: 2024-10-27-7-4
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: 10/29/2024
Date Tested: 10/29/2024
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:
Sand Equivalent 71