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Sample Record for 2020-04-23-19

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Project Information

Project ID: 214591 DEA: 051M2704 EFIS: 0519000089 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-150-0.0/2.2
Work Description: RHMA OVERLAY, FULL WIDTH SEGMENT CORRECTION AND COLD PLANE AC.
Location Description: SANTA BARBARA COUNTY IN AND NEAR CARPINTERIA FROM ROUTE 101/150 SEPARATION TO VENTURA COUNTY LINE
Contractor Name: TORO ENTERPRISES INC
Contractor Address: P O BOX 6285, OXNARD CA 93030
Resident Engineer: Michael Mortensen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-04-23-19
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/23/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/07/2020
The quantity of what the sample constitutes: One JMF Verification
A brief description of the sample: boxes of HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Saticoy

Material Information

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

Test Results

Test 1 of 6

DIME Test ID: 2020-04-23-19-1
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: 05/22/2020
Date Tested: 05/21/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 4.30 %
Mass of HMA prior to ignition 2033.1 g
Mass of aggregate remaining after ignition 1934.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.56 %
Moisture Content 0 %
Test Temperature 1000 F

Test 2 of 6

DIME Test ID: 2020-04-23-19-2
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: 05/22/2020
Date Tested: 05/19/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.386
Bulk Specific Gravity 2 2.388
Bulk Specific Gravity 3 2.391
Average Bulk Specific Gravity 2.388

Test 3 of 6

DIME Test ID: 2020-04-23-19-3
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: 05/22/2020
Date Tested: 05/19/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
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 7402.0 grams
Mass of oven-dry sample in air for Sample 1 2521.0 grams
Mass of container filled with the sample and water for Sample 1 8922.0 grams
Temperature of Water 73 °F
Specific Gravity for Sample 1 2.518

Test 4 of 6

DIME Test ID: 2020-04-23-19-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/22/2020
Date Tested: 05/19/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.2 %
Percent Air Voids 2 5.2 %
Percent Air Voids 3 5.1 %
Percent Air Voids Average 5.2 %

Test 5 of 6

DIME Test ID: 2020-04-23-19-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/22/2020
Date Tested: 05/07/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Average Dry Tensile Strength 189 psi
Average Wet Tensile Strength 146 psi
Tensile Strength Ratio 77.2

Test 6 of 6

DIME Test ID: 2020-04-23-19-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 05/22/2020
Date Tested: 05/20/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
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) 10000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 10000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 1.36 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 1.4 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.