Print Report | Back to Sample Detail

Sample Record for 2020-05-21-38

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

Project Information

Project ID: 214725 DEA: 020J1304 EFIS: 0219000064 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-43.0/53.0
Work Description: COLD IN-PLACE RECYCLING AND PLACE HMA (TYPE A).
Location Description: LASSEN COUNTY ABOUT 42 MILES NORTH OF SUSANVILLE FROM 3.8 MILES NORTH OF SLATE CREEK TO 4.7 MILES SOUTH OF WILLOW CREEK RANCH ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 24339 STATE HIGHWAY 89 N.;, BURNEY CA 96013
Resident Engineer: Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-21-38
TL Number from the TL Form: 733195
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/21/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2020
The quantity of what the sample constitutes: JMF Verification Renewal
A brief description of the sample: 1/2-inch Type A HMA (eq. Pg 64-28M) with 25.0 RAP, 1.1 Lime
From where was the sample collected: Manufacturer
Laboratory sample identification: D78439
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shaw Pit Facility

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:

Test Results

Test 1 of 7

DIME Test ID: 2020-05-21-38-1
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: 07/16/2020
Date Tested: 05/23/2020
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:
Asphalt Binder Content 6.05 %
Correction Factor (Percent by mass of HMA Specimen) 0.29 %

Test 2 of 7

DIME Test ID: 2020-05-21-38-2
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: 07/16/2020
Date Tested: 05/26/2020
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 7338.0 grams
Mass of oven-dry sample in air for Sample 1 1668.0 grams
Mass of container filled with the sample and water for Sample 1 8320.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.432

Test 3 of 7

DIME Test ID: 2020-05-21-38-3
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: 07/16/2020
Date Tested: 05/26/2020
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:
Uncorrected relative density (Gmmu8) 85.0 %
Uncorrected relative density (Gmmu85) 94.2 %
Uncorrected relative density (Gmmu130) 95.4 %
Air Voids (AV8) 13.1 %
Air Voids (AV85) 3.7 %
Air Voids (AV130) 2.4 %

Test 4 of 7

DIME Test ID: 2020-05-21-38-4
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: 07/16/2020
Date Tested: 07/14/2020
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 2.351
Bulk Specific Gravity 2 2.354
Bulk Specific Gravity 3 2.352
Average Bulk Specific Gravity 2.352

Test 5 of 7

DIME Test ID: 2020-05-21-38-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/16/2020
Date Tested: 05/27/2020
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:
Percent Air Voids 3.3 %
Percent Air Voids 2 3.2
Percent Air Voids 3 3.3
Percent Air Voids Average 3.3

Test 6 of 7

DIME Test ID: 2020-05-21-38-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/16/2020
Date Tested: 05/30/2020
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:
Average Dry Tensile Strength 123 psi
Average Wet Tensile Strength 97 psi
Tensile Strength Ratio 0.79

Test 7 of 7

DIME Test ID: 2020-05-21-38-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 07/16/2020
Date Tested: 05/27/2020
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: Nf = 23 867 passes, SIP = 10 912 passes.
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) 23867
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 0.43 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 0.5 mm
Stripping Inflection Point (Wheel A) 19176
Stripping Inflection Point (Wheel B) 10912

Tests Assigned to this Sample

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