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Sample Record for 2023-07-13-84

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Project Information

Project ID: 993339 DEA: 024H9304 EFIS: 0219000027 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-44.3/44.9
Work Description: INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT
Location Description: IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD.
Contractor Name: Stimpel Wiebellhaus Inc.
Contractor Address: 1168 Industrial St., REDDING, CA 96002
Resident Engineer: Joel Gasik Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-13-84
TL Number from the TL Form: 858123
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: 07/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2023
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 64-28 M)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79299
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: JMF3513 2022 6
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2023-07-13-84-1
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: 12/05/2023
Date Tested: 09/20/2023
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: Pb=4.98%
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 3109.9 g
Mass of the specimen and specimen basket assembly prior to ignition 4618.9 g
Mass of HMA Sample prior to ignition 1509.0 g
Corrected Asphalt Binder Content 4.98 %
Mass Loss 89.5 g
Mass of aggregate remaining after ignition 1419.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.75 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.20 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2023-07-13-84-2
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: 12/05/2023
Date Tested: 07/17/2023
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=2.509
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 1506.8 grams
Mass of container filled with the sample and water for Sample 1 8241.9 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.509
Theoretical maximum density at 25°C (77°F) 2501.7 kg/m^3

Test 3 of 7

DIME Test ID: 2023-07-13-84-3
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: 12/05/2023
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: %Gmm8=86.3, %Gmm85=95.4, %Gmm130=96.7
Test Result Compliance: not applicable
Additional Comments When Verified:
Volume of the specimen (Vm8) 2289.060 cm^3
Volume of the specimen (Vm85) 2070.045 cm^3
Volume of the specimen (Vm130) 2041.785 cm^3
Uncorrected relative density (Gmmu8) 83.5 %
Uncorrected relative density (Gmmu85) 92.3 %
Uncorrected relative density (Gmmu130) 93.6 %
Relative density (Gmm8) 86.2 %
Relative density (Gmm85) 95.4 %
Relative density (Gmm130) 96.7 %
Air Voids (AV8) 13.8 %
Air Voids (AV85) 4.6 %
Air Voids (AV130) 3.3 %

Test 4 of 7

DIME Test ID: 2023-07-13-84-4
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: 12/05/2023
Date Tested: 07/26/2023
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=2.402
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.401
Bulk Specific Gravity 2 2.404
Bulk Specific Gravity 3 2.400
Average Bulk Specific Gravity 2.402

Test 5 of 7

DIME Test ID: 2023-07-13-84-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/05/2023
Date Tested: 07/26/2023
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 T 269: Pa=4.3%; MS-2: VMA=13.3%, VFA=68.1%, DP=1.8
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 4.3 %
Percent Air Voids 2 4.2 %
Percent Air Voids 3 4.3 %
Percent Air Voids Average 4.3 %

Test 6 of 7

DIME Test ID: 2023-07-13-84-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/05/2023
Date Tested: 08/08/2023
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=139, S2=133, TSR=96%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 139 psi
Average Wet Tensile Strength 133 psi
Tensile Strength Ratio 0.96

Test 7 of 7

DIME Test ID: 2023-07-13-84-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 12/05/2023
Date Tested: 08/07/2023
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) 0.84 mm
Maximum impression at 5000 passes (right wheel) 1.11 mm
Average impression at 5000 passes (left/right avg) 0.98 mm
Maximum impression at 10000 passes (left wheel) 1.04 mm
Maximum impression at 10000 passes (right wheel) 1.4 mm
Average impression at 10000 passes (left/right avg) 1.22 mm
Maximum impression at 15000 passes (left wheel) 1.1 mm
Maximum impression at 15000 passes (right wheel) 1.51 mm
Average impression at 15000 passes (left/right avg) 1.31 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data