Print Report | Back to Sample Detail

Sample Record for 2025-04-24-88

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

Project Information

Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for storing JMF sample data
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-04-24-88
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/28/2025
The quantity of what the sample constitutes: Boxes of Mix
A brief description of the sample: 3/4" HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite- Ukiah

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-04-24-88-1
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: 06/18/2025
Date Tested: 05/05/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 5.1 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 2 of 6

DIME Test ID: 2025-04-24-88-2
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 06/18/2025
Date Tested: 05/06/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.51
Bulk Specific Gravity 2 2.501
Bulk Specific Gravity 3 2.506
Average Bulk Specific Gravity 2.506

Test 3 of 6

DIME Test ID: 2025-04-24-88-3
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 06/18/2025
Date Tested: 05/05/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
Number of tests 3
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Specific Gravity for Sample 1 no data
Specific Gravity for Sample 2 no data
Specific Gravity for Sample 3 no data
Average Specific Gravity 2.591
Theoretical maximum density at 25°C (77°F) no data

Test 4 of 6

DIME Test ID: 2025-04-24-88-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/18/2025
Date Tested: 05/06/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 3.1 %
Percent Air Voids 2 3.5 %
Percent Air Voids 3 3.3 %
Average Percent Air Voids 3.3 %

Test 5 of 6

DIME Test ID: 2025-04-24-88-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/18/2025
Date Tested: 05/06/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Average Dry Tensile Strength 167 psi
Average Wet Tensile Strength 131 psi
Tensile Strength Ratio no data

Test 6 of 6

DIME Test ID: 2025-04-24-88-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/18/2025
Date Tested: 05/07/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature no data
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) 24100
Stripping Inflection Point (Wheel B) 25000
Maximum impression at 5000 passes (left wheel) no data
Maximum impression at 5000 passes (right wheel) no data
Average impression at 5000 passes (left/right avg) no data
Maximum impression at 10000 passes (left wheel) no data
Maximum impression at 10000 passes (right wheel) no data
Average impression at 10000 passes (left/right avg) no data
Maximum impression at 15000 passes (left wheel) no data
Maximum impression at 15000 passes (right wheel) no data
Average impression at 15000 passes (left/right avg) no data
Maximum impression at 20000 passes (left wheel) no data
Maximum impression at 20000 passes (right wheel) no data
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data