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Sample Record for 2023-10-04-48

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: 2023-10-04-48
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/04/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/04/2023
The quantity of what the sample constitutes: 24 Boxes
A brief description of the sample: 1/2" HMA-A
From where was the sample collected: Source
Laboratory sample identification: 023-078
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction - Vernalis

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 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

Test 1 of 8

DIME Test ID: 2023-10-04-48-1
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: 10/16/2023
Date Tested: 10/13/2023
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 2
What is the unit of measurement for theoretical density? SI Units
Mass Determination Water
Method Performed Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1 1653.4 grams
Mass of sample in water for Sample 1 985.6 grams
Mass of oven-dry sample in air for Sample 2 1662.4 grams
Mass of sample in water for Sample 2 991.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.476
Specific Gravity for Sample 2 2.477
Average Specific Gravity 2.476
Theoretical maximum density at 25°C (77°F) 2468.8 kg/m^3

Test 2 of 8

DIME Test ID: 2023-10-04-48-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/16/2023
Date Tested: 10/13/2023
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 3.2 %
Percent Air Voids 2 2.9 %
Percent Air Voids 3 3.1 %
Average Percent Air Voids 3.1 %

Test 3 of 8

DIME Test ID: 2023-10-04-48-3
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: 10/16/2023
Date Tested: 10/13/2023
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.398
Bulk Specific Gravity 2 2.403
Bulk Specific Gravity 3 2.399
Average Bulk Specific Gravity 2.4

Test 4 of 8

DIME Test ID: 2023-10-04-48-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/20/2023
Date Tested: 10/20/2023
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 165 psi
Average Wet Tensile Strength 150 psi
Tensile Strength Ratio 0.91

Test 5 of 8

DIME Test ID: 2023-10-04-48-5
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: 10/16/2023
Date Tested: 10/13/2023
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4197.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5912.8 g
Mass of HMA Sample prior to ignition 1715.5 g
Corrected Asphalt Binder Content 5.33 %
Mass Loss 117.6 g
Mass of aggregate remaining after ignition 1597.9 g
Correction Factor (Percent by mass of HMA Specimen) 1.32 %
Moisture Content no data0 %
Temperature Compensation Factor 0.21 %
Test Temperature 538 C

Test 6 of 8

DIME Test ID: 2023-10-04-48-6
Test Method: AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)
Verified Date: 10/16/2023
Date Tested: 10/13/2023
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Moisture Content 0.23 %
Percent Change 0.23 %

Test 7 of 8

DIME Test ID: 2023-10-04-48-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/20/2023
Date Tested: 10/16/2023
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 131 F
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) 12061
Stripping Inflection Point (Wheel B) 10501
Maximum impression at 5000 passes (left wheel) 4.08 mm
Maximum impression at 5000 passes (right wheel) 2.82 mm
Average impression at 5000 passes (left/right avg) 3.45 mm
Maximum impression at 10000 passes (left wheel) 4.96 mm
Maximum impression at 10000 passes (right wheel) 3.65 mm
Average impression at 10000 passes (left/right avg) 4.3 mm
Maximum impression at 15000 passes (left wheel) 8.28 mm
Maximum impression at 15000 passes (right wheel) 5.62 mm
Average impression at 15000 passes (left/right avg) 6.95 mm
Maximum impression at 20000 passes (left wheel) 14.54 mm
Maximum impression at 20000 passes (right wheel) 9.97 mm
Average impression at 20000 passes (left/right avg) 12.25 mm
Average impression at 25000 passes (left/right avg) no data

Test 8 of 8

DIME Test ID: 2023-10-04-48-8
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
Data has not been verified.