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Sample Record for 2026-04-24-38

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

Project Information

Project ID: 1001245 DEA: 040AA624 EFIS: 0419000518 QA Service Level: 1
DIST-CO-RTE-PM: 04-SF-1-0.9/5.8
Work Description: COLD PLANE AC PVMT, HMA (TYPE A) AND INDIVIDUAL SLAB REPLACEMENT.
Location Description: THE CITY AND COUNTY OF SAN FRANCISCO FROM HOLLOWAY AVENUE TO CALIFORNIA STREET
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: Unknown
Resident Engineer: Charles koos Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-04-24-38
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Sample Organization Contact: (510) 224-6127
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/24/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/24/2026
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2 HMA + 15% RAP
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Peninsula Road Materials-RC

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2026-04-24-38-1
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/28/2026
Date Tested: 04/28/2026
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: PSUE Sample #1
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) -2 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -1.1 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.7 %
Aggregate correction factor for the #4 sieve (% passing) 0.9 %
Aggregate correction factor for the #8 sieve (% passing) 1.3 %
Aggregate correction factor for the #16 sieve (% passing) 1.1 %
Aggregate correction factor for the #30 sieve (% passing) 0.1 %
Aggregate correction factor for the #50 sieve (% passing) -0.5 %
Aggregate correction factor for the #100 sieve (% passing) -0.5 %
Aggregate correction factor for the #200 sieve (% passing) -0.2 %

Test

DIME Test ID: 2026-04-24-38-2
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/28/2026
Date Tested: 04/28/2026
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: PSUE Sample #2
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -1.1 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.7 %
Aggregate correction factor for the #4 sieve (% passing) 0.9 %
Aggregate correction factor for the #8 sieve (% passing) 1.3 %
Aggregate correction factor for the #16 sieve (% passing) 1.1 %
Aggregate correction factor for the #30 sieve (% passing) 0.1 %
Aggregate correction factor for the #50 sieve (% passing) -0.5 %
Aggregate correction factor for the #100 sieve (% passing) -0.5 %
Aggregate correction factor for the #200 sieve (% passing) -0.2 %