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Sample Record for 2023-06-05-70

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

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: 2023-06-05-70
TL Number from the TL Form: 857934
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: 06/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-16) with 25.0% RAP and virgin PG 58-22 from Valero – Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D79260
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt - Redding, CA

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 2105
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: 2023-06-05-70-1
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: 08/03/2023
Date Tested: 08/02/2023
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=5.26%
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 3062.2 g
Mass of the specimen and specimen basket assembly prior to ignition 4568.3 g
Mass of HMA Sample prior to ignition 1506.1 g
Corrected Asphalt Binder Content 5.26 %
Mass Loss 92.9 g
Mass of aggregate remaining after ignition 1413.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.71 %
Moisture Content no data0 %
Temperature Compensation Factor 0.2 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2023-06-05-70-2
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: 08/03/2023
Date Tested: 06/06/2023
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=2.488
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 1507.7 grams
Mass of container filled with the sample and water for Sample 1 8237.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.488
Theoretical maximum density at 25°C (77°F) 2480.8 kg/m^3

Test 3 of 6

DIME Test ID: 2023-06-05-70-4
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: 08/03/2023
Date Tested: 06/05/2023
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=2.405
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.411
Bulk Specific Gravity 2 2.402
Bulk Specific Gravity 3 2.4
Average Bulk Specific Gravity 2.404

Test 4 of 6

DIME Test ID: 2023-06-05-70-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/03/2023
Date Tested: 06/05/2023
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: Pa=3.3%, VMA=15.0%, VFA=77.8%, DP=1.5
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.1 %
Percent Air Voids 2 3.5 %
Percent Air Voids 3 3.5 %
Average Percent Air Voids 3.4 %

Test 5 of 6

DIME Test ID: 2023-06-05-70-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/03/2023
Date Tested: 06/20/2023
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=197, S2=174, TSR=88
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 197 psi
Average Wet Tensile Strength 174 psi
Tensile Strength Ratio 0.88

Test 6 of 6

DIME Test ID: 2023-06-05-70-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/03/2023
Date Tested: 07/20/2023
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: CT389: Nf>15000, SIP>15000; CT360: SA=0.3g/cm²
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) 1.53 mm
Maximum impression at 5000 passes (right wheel) 1.5 mm
Average impression at 5000 passes (left/right avg) 1.52 mm
Maximum impression at 10000 passes (left wheel) 1.8 mm
Maximum impression at 10000 passes (right wheel) 1.76 mm
Average impression at 10000 passes (left/right avg) 1.78 mm
Maximum impression at 15000 passes (left wheel) 1.98 mm
Maximum impression at 15000 passes (right wheel) 1.98 mm
Average impression at 15000 passes (left/right avg) 1.98 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data