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Sample Record for 2021-06-21-28

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Project Information

Project ID: 215251 DEA: 021J4604 EFIS: 0220000081 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-34.5/38.8,88.0/92.0
Work Description: HMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE.
Location Description: SISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE
Contractor Name: TULLIS, INC.
Contractor Address: 16951 CLEAR CREEK ROAD, REDDING CA 96001
Resident Engineer: Austin Henry Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-21-28
TL Number from the TL Form: 853077
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/21/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2021
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: Job Site
Laboratory sample identification: D78849
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: Unknown
Sublot number: Unknown
HMA Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2021-06-21-28-1
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: 01/25/2022
Date Tested: 06/22/2021
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: Insufficient specimen size.
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7336.6 grams
Mass of oven-dry sample in air for Sample 1 1302.6 grams
Mass of container filled with the sample and water for Sample 1 8112.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.473
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 6

DIME Test ID: 2021-06-21-28-2
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: 01/25/2022
Date Tested: 06/22/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 6.12 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.52 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 3 of 6

DIME Test ID: 2021-06-21-28-3
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/25/2022
Date Tested: 06/29/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 146 psi
Average Wet Tensile Strength 126 psi
Tensile Strength Ratio 0.86

Test 4 of 6

DIME Test ID: 2021-06-21-28-4
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: 01/25/2022
Date Tested: 06/22/2021
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:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.379
Bulk Specific Gravity 2 2.377
Bulk Specific Gravity 3 2.375
Average Bulk Specific Gravity 2.377

Test 5 of 6

DIME Test ID: 2021-06-21-28-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/25/2022
Date Tested: 06/22/2021
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: VMA = 16.1%, VFA = 76.0%, DP = 1.3
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.8 %
Percent Air Voids 2 3.9 %
Percent Air Voids 3 4.0 %
Percent Air Voids Average 3.9 %

Test 6 of 6

DIME Test ID: 2021-06-21-28-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 01/25/2022
Date Tested: 06/24/2021
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 360: 0.2 g/cm² of surface abrasion loss
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 122 F
Type and Amount of Anti-Stripping Additive 1.2% Lime
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.18 mm
Maximum impression at 5000 passes (right wheel) 1.44 mm
Average impression at 5000 passes (left/right avg) 1.31 mm
Maximum impression at 10000 passes (left wheel) 1.35 mm
Maximum impression at 10000 passes (right wheel) 1.72 mm
Average impression at 10000 passes (left/right avg) 1.54 mm
Maximum impression at 15000 passes (left wheel) 1.41 mm
Maximum impression at 15000 passes (right wheel) 1.82 mm
Average impression at 15000 passes (left/right avg) 1.62 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data