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Sample Record for 2023-08-11-99

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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: 2023-08-11-99
TL Number from the TL Form: 857941
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: 08/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 3/4-inch RHMA-G (PG 64-16 CR) with virgin PG 64-16 from Valero (Benicia, CA) and WMA (Water Shear Injection)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79323
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction — Fawndale Rock and Asphalt (Redding, CA)

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-08-11-99-1
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: 02/01/2024
Date Tested: 01/31/2024
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=7.30%
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 3155.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5207.1 g
Mass of HMA Sample prior to ignition 2051.6 g
Corrected Asphalt Binder Content 7.30 %
Mass Loss 156.9 g
Mass of aggregate remaining after ignition 1894.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.20 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2023-08-11-99-2
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: 02/01/2024
Date Tested: 08/14/2023
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=2.508
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 2503.3 grams
Mass of container filled with the sample and water for Sample 1 8840.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.508
Theoretical maximum density at 25°C (77°F) 2500.7 kg/m^3

Test 3 of 6

DIME Test ID: 2023-08-11-99-4
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: 02/01/2024
Date Tested: 08/17/2023
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: Gmb=2.410@N90, Gmb=2.443@N150
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.411
Bulk Specific Gravity 2 2.410
Bulk Specific Gravity 3 2.409
Average Bulk Specific Gravity 2.41

Test 4 of 6

DIME Test ID: 2023-08-11-99-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/01/2024
Date Tested: 08/17/2023
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: AASHTO T 275: Pa=3.9%@N90; MS-2: VMA=18.3%, VFA=78.8%, DP=0.5
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.9 %
Percent Air Voids 2 3.9 %
Percent Air Voids 3 3.9 %
Percent Air Voids Average 3.9 %

Test 5 of 6

DIME Test ID: 2023-08-11-99-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/01/2024
Date Tested: 08/25/2023
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: S1=113, S2=95, TSR=84%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 113 psi
Average Wet Tensile Strength 95 psi
Tensile Strength Ratio 0.84

Test 6 of 6

DIME Test ID: 2023-08-11-99-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 02/01/2024
Date Tested: 08/28/2023
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=0.2g/cm²
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 122 F
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) 0.97 mm
Maximum impression at 5000 passes (right wheel) 1.03 mm
Average impression at 5000 passes (left/right avg) 1 mm
Maximum impression at 10000 passes (left wheel) 1.13 mm
Maximum impression at 10000 passes (right wheel) 1.19 mm
Average impression at 10000 passes (left/right avg) 1.16 mm
Maximum impression at 15000 passes (left wheel) 1.35 mm
Maximum impression at 15000 passes (right wheel) 1.46 mm
Average impression at 15000 passes (left/right avg) 1.41 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data