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Sample Record for 2024-06-06-126

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Project Information

Project ID: 995054 DEA: 024H0204 EFIS: 0218000069 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-20.0/39.7
Work Description: PLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING.
Location Description: TEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD
Contractor Name: TULLIS, INC.
Contractor Address: 16951 Clear Creek Road, Redding, CA 96049
Resident Engineer: Shoukie Alawar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-06-126
TL Number from the TL Form: 876860
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/06/2024
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 3/4-inch RHMA-G (PG 64-16 CR)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79568
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis — Northstate Asphalt (Redding, CA)

Material Information

HMA Type: RHMA-G
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: 2024-06-06-126-1
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: 03/07/2025
Date Tested: 06/07/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmm=2.434
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7333.7 grams
Mass of oven-dry sample in air for Sample 1 2506.6 grams
Mass of container filled with the sample and water for Sample 1 8810.6 grams
Temperature of Water 24 °F
Specific Gravity for Sample 1 2.434
Theoretical maximum density at 25°C (77°F) 2426.9 kg/m^3

Test 2 of 6

DIME Test ID: 2024-06-06-126-2
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: 03/07/2025
Date Tested: 06/11/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmb=2.358; 150-mm SGC specimens compacted at 152°C with 825 kPa for 100 Gyrations and a 30-minute hold.
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.366
Bulk Specific Gravity 2 2.354
Bulk Specific Gravity 3 2.355
Average Bulk Specific Gravity 2.358

Test 3 of 6

DIME Test ID: 2024-06-06-126-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/07/2025
Date Tested: 07/23/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: S1=125, S2=122, TSR=97%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 125 psi
Average Wet Tensile Strength 122 psi
Tensile Strength Ratio 0.98

Test 4 of 6

DIME Test ID: 2024-06-06-126-5
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: 03/07/2025
Date Tested: 07/22/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Pb=7.24%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3062.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5076.6 g
Mass of HMA Sample prior to ignition 2014.3 g
Corrected Asphalt Binder Content 7.24 %
Mass Loss 162.5 g
Mass of aggregate remaining after ignition 1851.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.68 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C

Test 5 of 6

DIME Test ID: 2024-06-06-126-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 03/07/2025
Date Tested: 06/19/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Nf>15000, SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 122 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) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 0.99 mm
Maximum impression at 5000 passes (right wheel) 0.99 mm
Average impression at 5000 passes (left/right avg) 0.99 mm
Maximum impression at 10000 passes (left wheel) 1.21 mm
Maximum impression at 10000 passes (right wheel) 1.16 mm
Average impression at 10000 passes (left/right avg) 1.19 mm
Maximum impression at 15000 passes (left wheel) 1.28 mm
Maximum impression at 15000 passes (right wheel) 1.3 mm
Average impression at 15000 passes (left/right avg) 1.29 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 6 of 6

DIME Test ID: 2024-06-06-126-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/07/2025
Date Tested: 03/04/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: AASHTO T 269: Pa=3.1%; MS-2: VMA=17.2%, VFA=81.9%, DP=0.7
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 2.8 %
Percent Air Voids 2 3.3 %
Percent Air Voids 3 3.2 %
Average Percent Air Voids 3.1 %