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Sample Record for 2021-10-04-40

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Project Information

Project ID: 212496 DEA: 024E4504 EFIS: 0200020286 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS,MOD-139,299-VAR
Work Description: PLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS.
Location Description: LASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87
Contractor Name: PAR ELECTRICAL CONTRACTORS INC
Contractor Address: 1465 WEST FOURTH STREET, RENO, NV 89503
Resident Engineer: Mike Zdenek Structure Rep.: Chris Brace

Sample Information

DIME Sample ID: 2021-10-04-40
TL Number from the TL Form: 854934
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/04/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/06/2021
The quantity of what the sample constitutes: 6 boxes at 1620 Tons (43,193 total)
A brief description of the sample: 3/4" HMA-A 22 RAP PG 58-34M Albina
From where was the sample collected: Manufacturer
Laboratory sample identification: D78947
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2021-10-04-40-1
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: 10/19/2021
Date Tested: 10/06/2021
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:
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 7336.5 grams
Mass of oven-dry sample in air for Sample 1 2594.3 grams
Mass of container filled with the sample and water for Sample 1 8864.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.433
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 5

DIME Test ID: 2021-10-04-40-2
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: 10/19/2021
Date Tested: 10/11/2021
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:
Additional Comments When Verified:
Bulk Specific Gravity 2.304
Bulk Specific Gravity 2 2.304
Bulk Specific Gravity 3 2.296
Average Bulk Specific Gravity 2.301

Test 3 of 5

DIME Test ID: 2021-10-04-40-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/19/2021
Date Tested: 10/11/2021
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: complies
Additional Comments When Verified:
Percent Air Voids 5.3 %
Percent Air Voids 2 5.3 %
Percent Air Voids 3 5.6 %
Percent Air Voids Average 5.4 %

Test 4 of 5

DIME Test ID: 2021-10-04-40-4
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: 10/19/2021
Date Tested: 10/06/2021
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: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 5.49 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.44 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 5 of 5

DIME Test ID: 2021-10-04-40-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 10/19/2021
Date Tested: 10/07/2021
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: 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) 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 25000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 12.6 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 8.4 mm
Stripping Inflection Point (Wheel A) 15907
Stripping Inflection Point (Wheel B) 16537