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Sample Record for 2023-07-21-104

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

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: 2023-07-21-104
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: 07/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/21/2023
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: 023-040
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:

Test Results

Test 1 of 7

DIME Test ID: 2023-07-21-104-1
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: 01/22/2024
Date Tested: 07/28/2023
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 1611.1 grams
Mass of sample in water for Sample 1 980.1 grams
Mass of oven-dry sample in air for Sample 2 1563.6 grams
Mass of sample in water for Sample 2 949.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.553
Specific Gravity for Sample 2 2.548
Average Specific Gravity 2.551
Theoretical maximum density at 25°C (77°F) 2543.6 kg/m^3

Test 2 of 7

DIME Test ID: 2023-07-21-104-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/22/2024
Date Tested: 01/22/2024
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 4.7 %
Percent Air Voids 2 4.4 %
Percent Air Voids 3 4.5 %
Percent Air Voids Average 4.5 %

Test 3 of 7

DIME Test ID: 2023-07-21-104-3
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: 01/22/2024
Date Tested: 07/28/2023
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 2.432
Bulk Specific Gravity 2 2.438
Bulk Specific Gravity 3 2.435
Average Bulk Specific Gravity 2.435

Test 4 of 7

DIME Test ID: 2023-07-21-104-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
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
Data has not been verified.

Test 5 of 7

DIME Test ID: 2023-07-21-104-5
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: 01/22/2024
Date Tested: 07/28/2023
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 4219.1 g
Mass of the specimen and specimen basket assembly prior to ignition 5900.6 g
Mass of HMA Sample prior to ignition 1681.5 g
Corrected Asphalt Binder Content 5.01 %
Mass Loss 93.6 g
Mass of aggregate remaining after ignition 1587.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.35 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.21 %
Test Temperature 538 C

Test 6 of 7

DIME Test ID: 2023-07-21-104-6
Test Method: AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)
Verified Date: 01/22/2024
Date Tested: 07/28/2023
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 0.18 %
Percent Change 0.18 %

Test 7 of 7

DIME Test ID: 2023-07-21-104-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 01/22/2024
Date Tested: 08/10/2023
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 122 F
Type and Amount of Anti-Stripping Additive None
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 2.37 mm
Maximum impression at 5000 passes (right wheel) 1.91 mm
Average impression at 5000 passes (left/right avg) 2.14 mm
Maximum impression at 10000 passes (left wheel) 2.66 mm
Maximum impression at 10000 passes (right wheel) 2.17 mm
Average impression at 10000 passes (left/right avg) 2.42 mm
Maximum impression at 15000 passes (left wheel) 3.02 mm
Maximum impression at 15000 passes (right wheel) 2.56 mm
Average impression at 15000 passes (left/right avg) 2.79 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data