Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000606 DEA: 081J3004 EFIS: 0818000016
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18-90.9/R96.6
Work Description: HMA (TYPE A), MOD SIGNAL & LTG SYSTEMS, & COLD PLANE AC PVMT.
Location Description: SAN BERNARDINO COUNTY IN AND NEAR VICTORVILLE FROM APPLE VALLEY INN ROAD TO ROUTE 15/18 SEPARATION
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD #400, BREA CA 92821
Resident Engineer: Alfonso Gonzalez Structure Rep.: Unknown
DIME Sample ID: 2025-10-07-33
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/07/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2025
The quantity of what the sample constitutes: 6 BOXES HMA, 1 QT PG64-16
A brief description of the sample: 3/4" HMA A R25 .6% EVO
From where was the sample collected: Manufacturer
Laboratory sample identification: 0636A-25
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond-Victorville
DIME Test ID: 2025-10-07-33-1
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: 10/15/2025
Date Tested: 10/11/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
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 HMA Sample prior to ignition
|
2181.1 g
|
|
Corrected Asphalt Binder Content
|
4.83 %
|
|
Mass Loss
|
118.7 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.48 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|