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Sample Record for 2021-03-04-28

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Project Information

Project ID: 213700 DEA: 020H9004 EFIS: 0215000077 QA Service Level: 1
DIST-CO-RTE-PM: 02-BUT-70-41.9/42.3
Work Description: REMOVE CULVERTS AND CONSTRUCT BRIDGE
Location Description: BUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING
Contractor Name: SHASTA SERVICES INC. DBA
Contractor Address: 509 S. Mt. Shasta Blvd., Mt. Shasta, CA 96067
Resident Engineer: John Yolton Structure Rep.: Adam Scardaci

Sample Information

DIME Sample ID: 2021-03-04-28
TL Number from the TL Form: 896988
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/04/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/05/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Treated 3/4-inch Type A HMA (eq. PG 64-28 M) w/ 15.0 RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D78751
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:

Test Results

Test 1 of 7

DIME Test ID: 2021-03-04-28-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 04/26/2021
Date Tested: 03/08/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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: does not comply
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 5.06 %
Mass of HMA prior to ignition 2036.7 g
Mass of aggregate remaining after ignition 1916.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.67 %
Moisture Content 0.15 %
Test Temperature 1000 F

Test 2 of 7

DIME Test ID: 2021-03-04-28-2
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: 04/26/2021
Date Tested: 03/08/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7336.6 grams
Mass of oven-dry sample in air for Sample 1 2509.1 grams
Mass of container filled with the sample and water for Sample 1 8863.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.555

Test 3 of 7

DIME Test ID: 2021-03-04-28-3
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: 04/26/2021
Date Tested: 03/08/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Volume of the specimen (Vm8) 2267.865 cm^3
Volume of the specimen (Vm85) 2071.811 cm^3
Volume of the specimen (Vm130) 2047.084 cm^3
Uncorrected relative density (Gmmu8) 84.3 %
Uncorrected relative density (Gmmu85) 92.3 %
Uncorrected relative density (Gmmu130) 93.4 %
Relative density (Gmm8) 87.4 %
Relative density (Gmm85) 95.6 %
Relative density (Gmm130) 96.8 %
Air Voids (AV8) 12.6 %
Air Voids (AV85) 4.4 %
Air Voids (AV130) 3.2 %

Test 4 of 7

DIME Test ID: 2021-03-04-28-4
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: 04/26/2021
Date Tested: 03/08/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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 2.448
Bulk Specific Gravity 2 2.447
Bulk Specific Gravity 3 2.450
Average Bulk Specific Gravity 2.448

Test 5 of 7

DIME Test ID: 2021-03-04-28-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/26/2021
Date Tested: 03/09/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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: VMA = 14.4%, DP = 0.8
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.2 %
Percent Air Voids 2 4.2
Percent Air Voids 3 4.1
Percent Air Voids Average 4.2

Test 6 of 7

DIME Test ID: 2021-03-04-28-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/26/2021
Date Tested: 03/12/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Average Dry Tensile Strength 148 psi
Average Wet Tensile Strength 145 psi
Tensile Strength Ratio 0.98

Test 7 of 7

DIME Test ID: 2021-03-04-28-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/26/2021
Date Tested: 03/10/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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) 2 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 1.6 mm
Stripping Inflection Point (Wheel A) >25000
Stripping Inflection Point (Wheel B) >25000

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.