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Sample Record for 2024-07-02-5

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

Project Information

Project ID: 995260 DEA: 061G0504 EFIS: 0623000195 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-VAR,(180),245-99/104, (99.0)/0.0/(104.0)/9.0
Work Description: Routes 180, 245 Emergency Slip Out Repair
Location Description:
Contractor Name: CAL VALLEY CONSTRUCTION
Contractor Address: 5125 N. Gates Ave, Ste 102, Fresno, CA 93722
Resident Engineer: Mark Mengoni Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2024-07-02-5
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: 07/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2024
The quantity of what the sample constitutes: 210 Tons
A brief description of the sample: 3/4 HMA SP R15 64-10
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Sanger

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:

Test Results

Test 1 of 1

DIME Test ID: 2024-07-02-5-1
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: 07/03/2024
Date Tested: 07/02/2024
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) 417-5341
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 2855.2 g
Mass of the specimen and specimen basket assembly prior to ignition 4963 g
Mass of HMA Sample prior to ignition 2107.8 g
Corrected Asphalt Binder Content 4.84 %
Mass Loss 105.5 g
Mass of aggregate remaining after ignition 2002.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.03 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 484 C