Print Report | Back to Sample Detail

Sample Record for 2023-08-09-100

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

Project Information

Project ID: 215157 DEA: 021H5704 EFIS: 0216000036 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-67.8/77.8
Work Description: BURNEY CAPM - PAVEMENT REHABILITATION
Location Description: BUNCH GRASS LOOKOUT RD TO NAPA LN
Contractor Name: JF Shea Constrcution
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Kyle Higgins Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-09-100
TL Number from the TL Form: 823601
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: 08/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/09/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M binder from Valero (Benicia, CA)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79315
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. 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:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2023-08-09-100-1
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: 01/26/2024
Date Tested: 08/11/2023
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=4.71%
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 3062.0 g
Mass of the specimen and specimen basket assembly prior to ignition 5198.5 g
Mass of HMA Sample prior to ignition 2136.5 g
Corrected Asphalt Binder Content 4.71 %
Mass Loss 111.2 g
Mass of aggregate remaining after ignition 2025.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.35 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2023-08-09-100-2
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: 01/26/2024
Date Tested: 08/09/2023
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=2.563
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 7335.1 grams
Mass of oven-dry sample in air for Sample 1 2098.0 grams
Mass of container filled with the sample and water for Sample 1 8614.5 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.563
Theoretical maximum density at 25°C (77°F) 2555.6 kg/m^3

Test 3 of 7

DIME Test ID: 2023-08-09-100-3
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: 01/26/2024
Date Tested: 08/10/2023
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 312: %Gmm8=86.3, %Gmm85=95.4, %Gmm130=96.7; CT 366: S=42
Test Result Compliance: not applicable
Additional Comments When Verified:
Volume of the specimen (Vm8) 2299.657 cm^3
Volume of the specimen (Vm85) 2080.643 cm^3
Volume of the specimen (Vm130) 2054.149 cm^3
Uncorrected relative density (Gmmu8) 83.1 %
Uncorrected relative density (Gmmu85) 91.8 %
Uncorrected relative density (Gmmu130) 93.0 %
Relative density (Gmm8) 86.3 %
Relative density (Gmm85) 95.4 %
Relative density (Gmm130) 96.6 %
Air Voids (AV8) 13.7 %
Air Voids (AV85) 4.6 %
Air Voids (AV130) 3.4 %

Test 4 of 7

DIME Test ID: 2023-08-09-100-4
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: 01/26/2024
Date Tested: 08/10/2023
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=2.450
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.447
Bulk Specific Gravity 2 2.451
Bulk Specific Gravity 3 2.452
Average Bulk Specific Gravity 2.45

Test 5 of 7

DIME Test ID: 2023-08-09-100-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/26/2024
Date Tested: 08/10/2023
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=4.4%; MS-2: VMA=15.1%, VFA=70.8%, DP=1.1
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.5 %
Percent Air Voids 2 4.4 %
Percent Air Voids 3 4.3 %
Percent Air Voids Average 4.4 %

Test 6 of 7

DIME Test ID: 2023-08-09-100-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/26/2024
Date Tested: 08/22/2023
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: S1=96, S2=86, TSR=90.%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 96 psi
Average Wet Tensile Strength 86 psi
Tensile Strength Ratio 0.9

Test 7 of 7

DIME Test ID: 2023-08-09-100-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 01/26/2024
Date Tested: 08/16/2023
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
Binder High PG Grade no data
Binder Content TWM no data
Air Void Content no data
Aggregate Gradation no data
Type and Amount of Anti-Stripping Additive 1.0% Lime
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.34 mm
Maximum impression at 5000 passes (right wheel) 1.11 mm
Average impression at 5000 passes (left/right avg) 1.23 mm
Maximum impression at 10000 passes (left wheel) 1.54 mm
Maximum impression at 10000 passes (right wheel) 1.33 mm
Average impression at 10000 passes (left/right avg) 1.44 mm
Maximum impression at 15000 passes (left wheel) 1.61 mm
Maximum impression at 15000 passes (right wheel) 1.47 mm
Average impression at 15000 passes (left/right avg) 1.54 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data