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Sample Record for 2025-10-15-9

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

Project Information

Project ID: 1000850 DEA: 061G8204 EFIS: 0624000169 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-33-46.8/47.4,53.4/61.4
Work Description: PARTIAL DEPTH RECYCLING AND HMA.
Location Description: FRESNO COUNTY IN AND NEAR MENDOTA FROM 0.4 MILE NORTH OF KAMM AVENUE TO MOUNTAIN VIEW AVENUE AND FROM ADAMS AVENUE TO BELMONT AVENUE
Contractor Name: ARCHER CIVIL CONSTRUCTION, LLC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-10-15-9
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/15/2025
The quantity of what the sample constitutes: 0-750 @ 245T
A brief description of the sample: 1/2 HMA Type A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Jaxon Baker/ LeGrand

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 2
Sublot number: 3
HMA Mix Number: 25131
Binder content (%): 4.8
Virgin binder PG: PG 70-10
Design binder PG:
Binder Supplier: SJR
RAP content (%): 15
WMA Additives: No
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-10-15-9-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 10/17/2025
Date Tested: 10/16/2025
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 341-3953
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3969.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5696.4 g
Mass of HMA Sample prior to ignition 1727.1 g
Corrected Asphalt Binder Content 4.59 %
Mass Loss 91.3 g
Mass of aggregate remaining after ignition 1635.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.7 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 482 C

Test 2 of 2

DIME Test ID: 2025-10-15-9-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/22/2025
Date Tested: 10/16/2025
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 341-3953
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? No
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 100 %
Cumulative percent passing the 1/2 in. sieve 90 %
Cumulative percent passing the 3/8 in. sieve 76 %
Cumulative percent passing the #4 sieve 48 %
Cumulative percent passing the #8 sieve 33 %
Cumulative percent passing the #16 sieve 23 %
Cumulative percent passing the #30 sieve 16 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 8 %
Cumulative percent passing the #200 sieve 6.3 %