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Sample Record for 2023-12-08-48

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Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-12-08-48
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: 12/08/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/08/2023
The quantity of what the sample constitutes: 24 boxes of HMA, 2 quarts of binder
A brief description of the sample: 1/2" HMA-A
From where was the sample collected: Source
Laboratory sample identification: 023-104
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 1301
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2023-12-08-48-1
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: 01/17/2024
Date Tested: 01/17/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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 1587.3 grams
Mass of sample in water for Sample 1 967.9 grams
Mass of oven-dry sample in air for Sample 2 1597.9 grams
Mass of sample in water for Sample 2 975.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.563
Specific Gravity for Sample 2 2.565
Average Specific Gravity 2.564
Theoretical maximum density at 25°C (77°F) 2556.6 kg/m^3

Test 2 of 7

DIME Test ID: 2023-12-08-48-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/17/2024
Date Tested: 01/17/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 5.1 %
Percent Air Voids 2 4.9 %
Percent Air Voids 3 5.0 %
Percent Air Voids Average 5.0 %

Test 3 of 7

DIME Test ID: 2023-12-08-48-3
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: 01/17/2024
Date Tested: 01/17/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.433
Bulk Specific Gravity 2 2.439
Bulk Specific Gravity 3 2.436
Average Bulk Specific Gravity 2.436

Test 4 of 7

DIME Test ID: 2023-12-08-48-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/24/2024
Date Tested: 01/17/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 183 psi
Average Wet Tensile Strength 181 psi
Tensile Strength Ratio 0.99

Test 5 of 7

DIME Test ID: 2023-12-08-48-5
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: 01/17/2024
Date Tested: 01/17/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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 4199.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5836.3 g
Mass of HMA Sample prior to ignition 1636.8 g
Corrected Asphalt Binder Content 4.75 %
Mass Loss 87.4 g
Mass of aggregate remaining after ignition 1549.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.37 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.22 %
Test Temperature 538 C

Test 6 of 7

DIME Test ID: 2023-12-08-48-6
Test Method: AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)
Verified Date: 01/17/2024
Date Tested: 01/17/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Moisture Content 0.10 %
Percent Change 0.1 %

Test 7 of 7

DIME Test ID: 2023-12-08-48-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 01/17/2024
Date Tested: 01/17/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test Temperature 132 F
Type and Amount of Anti-Stripping Additive None
Stripping Inflection Point (Wheel A) >20000
Stripping Inflection Point (Wheel B) >20000
Maximum impression at 5000 passes (left wheel) 2.85 mm
Maximum impression at 5000 passes (right wheel) 1.58 mm
Average impression at 5000 passes (left/right avg) 2.21 mm
Maximum impression at 10000 passes (left wheel) 3.18 mm
Maximum impression at 10000 passes (right wheel) 1.95 mm
Average impression at 10000 passes (left/right avg) 2.57 mm
Maximum impression at 15000 passes (left wheel) 3.4 mm
Maximum impression at 15000 passes (right wheel) 2.13 mm
Average impression at 15000 passes (left/right avg) 2.76 mm
Maximum impression at 20000 passes (left wheel) 3.61 mm
Maximum impression at 20000 passes (right wheel) 2.32 mm
Average impression at 20000 passes (left/right avg) 2.97 mm
Average impression at 25000 passes (left/right avg) no data