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Sample Record for 2019-01-11-8

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

Project Information

Project ID: 213718 DEA: 071XJ704 EFIS: 0719000092 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-1-4.75/5.25, 4.75-5.25
Work Description: Repair eroded support slopes, shoulders and utilities and install RSP to prevent erosion from high surf
Location Description:
Contractor Name: Summer Construction, Inc.
Contractor Address: 15245 TELEGRAPH RD, SANTA PAULA, CA 93060
Resident Engineer: ALFRED IRA Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-01-11-8
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/11/2019
Date that the sample was received by the laboratory/organization performing the testing: 01/15/2019
The quantity of what the sample constitutes: unknown
A brief description of the sample: HMA-A 3/4" R15 PG64-16/10 (0.5% LAS)
From where was the sample collected: Source
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:
Sublot number:
HMA Mix Number:

Test Results

Test 1 of 6

DIME Test ID: 2019-01-11-8-1
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: 01/31/2019
Date Tested: 01/17/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
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 no data
Mass of container filled with water 7364.0 grams
Mass of oven-dry sample in air for Sample 1 2547.0 grams
Mass of container filled with the sample and water for Sample 1 8892.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.501
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 6

DIME Test ID: 2019-01-11-8-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/31/2019
Date Tested: 01/18/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 2.8 %
Percent Air Voids 2 2.6
Percent Air Voids 3 2.6
Percent Air Voids Average 2.7

Test 3 of 6

DIME Test ID: 2019-01-11-8-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/31/2019
Date Tested: 01/23/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 246 psi
Average Wet Tensile Strength 231 psi
Tensile Strength Ratio 94

Test 4 of 6

DIME Test ID: 2019-01-11-8-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 01/31/2019
Date Tested: 01/24/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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) 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) 2.39 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 1.81 mm
Stripping Inflection Point (Wheel A) >10000
Stripping Inflection Point (Wheel B) >10000

Test 5 of 6

DIME Test ID: 2019-01-11-8-8
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: 01/31/2019
Date Tested: 01/18/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.432
Bulk Specific Gravity 2 2.436
Bulk Specific Gravity 3 2.435
Average Bulk Specific Gravity 2.434

Test 6 of 6

DIME Test ID: 2019-01-11-8-9
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: 01/31/2019
Date Tested: 01/17/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test: CF (binder correction and temperature compensation)
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method B
Mass of the specimen basket assembly no data
Mass of the specimen and specimen basket assembly prior to ignition no data
Mass of HMA Sample prior to ignition 2088.7 g
Corrected Asphalt Binder Content 5.01 %
Mass Loss no data
Mass of aggregate remaining after ignition 1977.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.33 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 538 F