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Sample Record for 2024-10-31-26

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

Project Information

Project ID: 994378 DEA: 040K6304 EFIS: 0416000111 QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-29-16.4/19.0
Work Description: BRIDGE RAIL REPLACEMENT AND SHOULDER WIDENING.
Location Description: NAPA COUNTY NEAR YOUNTVILLE AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF DRY CREEK BRIDGE TO 0.1 MILE NORTH OF CALIFORNIA DRIVE UNDERCROSSIG
Contractor Name: GORDON N. BALL, INC.
Contractor Address: 333 Camile Avenue, Alamo, CA 94507
Resident Engineer: Danilo Patenia Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-31-26
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/31/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/01/2024
The quantity of what the sample constitutes: 20 Boxes of 3/4"HMA Mix
A brief description of the sample: 3/4"HMA+25%RAP
From where was the sample collected: Supplier
Laboratory sample identification: Con_24_899
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo Drier Drum Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 220304
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-10-31-26-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 11/12/2024
Date Tested: 11/04/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Production Start-Up
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples 2
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Specific Gravity for Sample 1 2.49
Specific Gravity for Sample 2 2.485
Average Specific Gravity 2.487
Theoretical maximum density at 25°C (77°F) 2480 kg/m^3

Test 2 of 3

DIME Test ID: 2024-10-31-26-2
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: 11/12/2024
Date Tested: 11/01/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Vulcan Vallejo Drier Drum Plant
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 2220.4 g
Corrected Asphalt Binder Content 4.89 %
Mass Loss 151.2 g
Correction Factor (Percent by mass of HMA Specimen) 1.83 %
Moisture Content no data0 %
Temperature Compensation Factor 0.09 %
Test Temperature 482 C

Test 3 of 3

DIME Test ID: 2024-10-31-26-3
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: 11/12/2024
Date Tested: 11/01/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Vulcan Vallejo Drier Drum Plant
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 2340.3 g
Corrected Asphalt Binder Content 5.04 %
Mass Loss 162.9 g
Correction Factor (Percent by mass of HMA Specimen) 1.83 %
Moisture Content no data0 %
Temperature Compensation Factor 0.09 %
Test Temperature 482 C