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Sample Record for 2023-06-14-87

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Project Information

Project ID: 994345 DEA: 023J7804 EFIS: 0222000083 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-15.8/16.9,20.5/24.5
Work Description: PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD
Contractor Name: TULLIS INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-14-87
TL Number from the TL Form: 858117
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: 06/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/14/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 24.0% RAP and virgin PG 58-34 M binder from Valero - Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D79265
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt - Redding, CA

Material Information

HMA Type: Type A HMA
HMA Grading: 3/8 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-06-14-87-1
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: 08/08/2023
Date Tested: 08/04/2023
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=6.08%
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 3062.1 g
Mass of the specimen and specimen basket assembly prior to ignition 4266.1 g
Mass of HMA Sample prior to ignition 1204.0 g
Corrected Asphalt Binder Content 6.08 %
Mass Loss 83.8 g
Mass of aggregate remaining after ignition 1120.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.63 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.25 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2023-06-14-87-2
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: 08/08/2023
Date Tested: 06/14/2023
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=2.473
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 7335.7 grams
Mass of oven-dry sample in air for Sample 1 1532.5 grams
Mass of container filled with the sample and water for Sample 1 8248.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.473
Theoretical maximum density at 25°C (77°F) 2465.8 kg/m^3

Test 3 of 6

DIME Test ID: 2023-06-14-87-3
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: 08/08/2023
Date Tested: 06/14/2023
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=2.376
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.374
Bulk Specific Gravity 2 2.375
Bulk Specific Gravity 3 2.378
Average Bulk Specific Gravity 2.376

Test 4 of 6

DIME Test ID: 2023-06-14-87-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/08/2023
Date Tested: 06/15/2023
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-T269: Pa=3.9%; MS-2: VMA=14.5%, VFA=72.9%, DP=1.8
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.0 %
Percent Air Voids 2 4.0 %
Percent Air Voids 3 3.8 %
Percent Air Voids Average 3.9 %

Test 5 of 6

DIME Test ID: 2023-06-14-87-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/08/2023
Date Tested: 06/28/2023
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=146, S2=142, TSR=97%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 146 psi
Average Wet Tensile Strength 142 psi
Tensile Strength Ratio 0.97

Test 6 of 6

DIME Test ID: 2023-06-14-87-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/08/2023
Date Tested: 07/25/2023
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: CT 389: Nf>15000, SIP>15000; CT 360: SA=0.1g/cm²
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 122 F
Type and Amount of Anti-Stripping Additive 1.1% Lime
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.37 mm
Maximum impression at 5000 passes (right wheel) 1.38 mm
Average impression at 5000 passes (left/right avg) 1.38 mm
Maximum impression at 10000 passes (left wheel) 1.65 mm
Maximum impression at 10000 passes (right wheel) 1.74 mm
Average impression at 10000 passes (left/right avg) 1.69 mm
Maximum impression at 15000 passes (left wheel) 1.84 mm
Maximum impression at 15000 passes (right wheel) 1.96 mm
Average impression at 15000 passes (left/right avg) 1.9 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data