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Sample Record for 2024-05-23-72

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Project Information

Project ID: 212778 DEA: 023H6504 EFIS: 0218000004 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-25.2/38.6
Work Description: HMA, THERMOPLASTIC TRAFFIC STRIPE, COLD PLANE AC PAVEMENT, GUARDRAIL.
Location Description: SISKIYOU COUNTY ABOUT 5.0 MILES NORTH OF WEED FROM NORTH EDGEWOOD OVERHEAD TO 0.2 MILE NORTH OF GRENADA OVERCROSSING
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 CLEAR CREEK RD, REDDING CA 96001
Resident Engineer: Austin Henry Structure Rep.: Alejandro Trochez

Sample Information

DIME Sample ID: 2024-05-23-72
TL Number from the TL Form: 899691
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/28/2024
The quantity of what the sample constitutes: 234 tons?
A brief description of the sample: 11 boxes of Lime Treated 3/4-inch Type A HMA (eq. Pg 64-28)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79554
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:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-05-23-72-1
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: 01/30/2025
Date Tested: 05/30/2024
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=2.465
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.464
Bulk Specific Gravity 2 2.463
Bulk Specific Gravity 3 2.467
Average Bulk Specific Gravity 2.465

Test 2 of 5

DIME Test ID: 2024-05-23-72-2
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: 01/30/2025
Date Tested: 05/29/2024
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=2.601
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7333.7 grams
Mass of oven-dry sample in air for Sample 1 2527.2 grams
Mass of container filled with the sample and water for Sample 1 8889.3 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.601
Theoretical maximum density at 25°C (77°F) 161.9 lb/ft^3

Test 3 of 5

DIME Test ID: 2024-05-23-72-3
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 01/30/2025
Date Tested: 06/10/2024
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: Nf>15000, SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 1.5 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 1.86 mm
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000

Test 4 of 5

DIME Test ID: 2024-05-23-72-4
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: 01/30/2025
Date Tested: 01/27/2025
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=4.64%
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 3029.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5152.3 g
Mass of HMA Sample prior to ignition 2123 g
Corrected Asphalt Binder Content 4.64 %
Mass Loss 111.3 g
Mass of aggregate remaining after ignition 2011.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.47 %
Moisture Content no data0 %
Temperature Compensation Factor 0.13 %
Test Temperature 538 C

Test 5 of 5

DIME Test ID: 2024-05-23-72-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/30/2025
Date Tested: 05/30/2024
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=5.2%, MS-2: VMA=12.6%, VFA=58.2%, DP=1.5
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.3 %
Percent Air Voids 2 5.3 %
Percent Air Voids 3 5.2 %
Average Percent Air Voids 5.3 %