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Sample Record for 2023-05-19-82

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Project Information

Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3,263-48.5/49.7 - 49.41
Work Description: Roadway Rehabilitation
Location Description: 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41
Contractor Name: Myers-Shea JV
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Austin Henry Structure Rep.: Nicolas Jimenez

Sample Information

DIME Sample ID: 2023-05-19-82
TL Number from the TL Form: 815614
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: 05/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) with 23.6% RAP and virgin PG 58-22 from Valero - Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D79241
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 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: 2023-05-19-82-1
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: 06/29/2023
Date Tested: 06/22/2023
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: Pbr=4.45
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 3062.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5065.5 g
Mass of HMA Sample prior to ignition 2003 g
Corrected Asphalt Binder Content 4.45 %
Mass Loss 102.3 g
Mass of aggregate remaining after ignition 1900.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.51 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2023-05-19-82-2
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: 06/29/2023
Date Tested: 05/22/2023
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=2.599
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 2505.5 grams
Mass of container filled with the sample and water for Sample 1 8877.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.599
Theoretical maximum density at 25°C (77°F) 2591.5 kg/m^3

Test 3 of 7

DIME Test ID: 2023-05-19-82-3
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: 06/29/2023
Date Tested: 05/22/2023
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:
Test Result Compliance: not applicable
Additional Comments When Verified:
Volume of the specimen (Vm8) 2340.281 cm^3
Volume of the specimen (Vm85) 2112.435 cm^3
Volume of the specimen (Vm130) 2082.409 cm^3
Uncorrected relative density (Gmmu8) 81.7 %
Uncorrected relative density (Gmmu85) 90.5 %
Uncorrected relative density (Gmmu130) 91.8 %
Relative density (Gmm8) 85.8 %
Relative density (Gmm85) 95 %
Relative density (Gmm130) 96.4 %
Air Voids (AV8) 14.2 %
Air Voids (AV85) 5 %
Air Voids (AV130) 3.6 %

Test 4 of 7

DIME Test ID: 2023-05-19-82-4
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: 06/29/2023
Date Tested: 05/23/2023
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=2.471
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.468
Bulk Specific Gravity 2 2.475
Bulk Specific Gravity 3 2.47
Average Bulk Specific Gravity 2.471

Test 5 of 7

DIME Test ID: 2023-05-19-82-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/29/2023
Date Tested: 05/23/2023
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=4.9%, VMA=14.8%, VFA=66.7%, DP=1.3
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5 %
Percent Air Voids 2 4.8 %
Percent Air Voids 3 5 %
Average Percent Air Voids 4.9 %

Test 6 of 7

DIME Test ID: 2023-05-19-82-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/29/2023
Date Tested: 06/13/2023
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=133, S2=118, TSR=89%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 133 psi
Average Wet Tensile Strength 118 psi
Tensile Strength Ratio 0.89

Test 7 of 7

DIME Test ID: 2023-05-19-82-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/22/2023
Date Tested: 07/19/2023
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: Nf>15000, SIP>15000
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) 1.13 mm
Maximum impression at 5000 passes (right wheel) 1.49 mm
Average impression at 5000 passes (left/right avg) 1.31 mm
Maximum impression at 10000 passes (left wheel) 1.33 mm
Maximum impression at 10000 passes (right wheel) 1.73 mm
Average impression at 10000 passes (left/right avg) 1.53 mm
Maximum impression at 15000 passes (left wheel) 1.43 mm
Maximum impression at 15000 passes (right wheel) 1.82 mm
Average impression at 15000 passes (left/right avg) 1.63 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data