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Sample Record for 2024-04-25-93

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Project Information

Project ID: 994785 DEA: 023H32U4 EFIS: 0221000164 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-I5-2.5/R15.9
Work Description: Roadway rehabilitation and bridge improvements along I5 in Mount Shasta
Location Description: SIS I5 2.5/R15.9
Contractor Name: Gordon Stout - Walsh/Myers
Contractor Address: 1390 Willow Pass Rd Suite 950, Concord, CA 94520
Resident Engineer: Austin Henry Structure Rep.: Mike Sears

Sample Information

DIME Sample ID: 2024-04-25-93
TL Number from the TL Form: 858486
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: 04/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/25/2024
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 64-28 M)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79484
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:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2024-04-25-93-1
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: 08/15/2024
Date Tested: 08/13/2024
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=4.84%
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3026.8 g
Mass of the specimen and specimen basket assembly prior to ignition 4679.4 g
Mass of HMA Sample prior to ignition 1652.6 g
Corrected Asphalt Binder Content 4.84 %
Mass Loss 95.4 g
Mass of aggregate remaining after ignition 1557.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.75 %
Moisture Content no data0 %
Temperature Compensation Factor 0.18 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2024-04-25-93-2
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: 08/15/2024
Date Tested: 04/29/2024
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=2.524
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 7334.2 grams
Mass of oven-dry sample in air for Sample 1 1713.4 grams
Mass of container filled with the sample and water for Sample 1 8368.7 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.524
Theoretical maximum density at 25°C (77°F) 2516.7 kg/m^3

Test 3 of 7

DIME Test ID: 2024-04-25-93-3
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Verified Date: 08/15/2024
Date Tested: 04/30/2024
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: %Gmm8=86.8%, %Gmm85=96.1%, %Gmm130=97.3%
Test Result Compliance: not applicable
Additional Comments When Verified:
Volume of the specimen (Vm8) 2287.294 cm^3
Volume of the specimen (Vm85) 2066.512 cm^3
Volume of the specimen (Vm130) 2040.019 cm^3
Uncorrected relative density (Gmmu8) 83.9 %
Uncorrected relative density (Gmmu85) 92.8 %
Uncorrected relative density (Gmmu130) 94 %
Relative density (Gmm8) 86.8 %
Relative density (Gmm85) 96.1 %
Relative density (Gmm130) 97.3 %
Air Voids (AV8) 13.2 %
Air Voids (AV85) 3.9 %
Air Voids (AV130) 2.7 %

Test 4 of 7

DIME Test ID: 2024-04-25-93-4
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: 08/15/2024
Date Tested: 04/30/2024
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=2.434
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.431
Bulk Specific Gravity 2 2.437
Bulk Specific Gravity 3 2.435
Average Bulk Specific Gravity 2.434

Test 5 of 7

DIME Test ID: 2024-04-25-93-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/15/2024
Date Tested: 04/30/2024
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: AASHTO T 269: Pa=3.5%; MS-2: VMA=12.2%, VFA=71.0%, DP=1.8
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 3.7 %
Percent Air Voids 2 3.4 %
Percent Air Voids 3 3.5 %
Average Percent Air Voids 3.5 %

Test 6 of 7

DIME Test ID: 2024-04-25-93-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/15/2024
Date Tested: 05/10/2024
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=123psi, S2=105psi, TSR=85%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 123 psi
Average Wet Tensile Strength 105 psi
Tensile Strength Ratio 0.85

Test 7 of 7

DIME Test ID: 2024-04-25-93-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/15/2024
Date Tested: 05/08/2024
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: CT 389: Nf>15000, SIP>15000; CT 360: SA=0.1g/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) 1.43 mm
Maximum impression at 5000 passes (right wheel) 1.02 mm
Average impression at 5000 passes (left/right avg) 1.23 mm
Maximum impression at 10000 passes (left wheel) 1.7 mm
Maximum impression at 10000 passes (right wheel) 1.14 mm
Average impression at 10000 passes (left/right avg) 1.42 mm
Maximum impression at 15000 passes (left wheel) 1.87 mm
Maximum impression at 15000 passes (right wheel) 1.37 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