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Sample Record for 2024-07-17-26

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Project Information

Project ID: 994582 DEA: 073203U4 EFIS: 0722000071 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-91,605-R16.6/R16.8,R0.0/R10.4
Work Description: PLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT.
Location Description: LOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING
Contractor Name: RASMUSSEN/VANGUARD
Contractor Address: 28548 LIVINGSTON AVENUE, VALENCIA CA 91335
Resident Engineer: Martin Oregel Structure Rep.: Tien Chu

Sample Information

DIME Sample ID: 2024-07-17-26
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: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/19/2024
The quantity of what the sample constitutes: 24 BOX RHMA
A brief description of the sample: 3/4" RHMA-G-SP .5% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0337G-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Irwindale

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 226108M IRW VLO
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-07-17-26-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 12/05/2024
Date Tested: 07/22/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7327.9 grams
Mass of oven-dry sample in air for Sample 1 2558.3 grams
Mass of container filled with the sample and water for Sample 1 8833.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.43
Theoretical maximum density at 25°C (77°F) 2423 kg/m^3

Test 2 of 6

DIME Test ID: 2024-07-17-26-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/05/2024
Date Tested: 12/05/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.2 %
Percent Air Voids 2 3 %
Percent Air Voids 3 3.2 %
Average Percent Air Voids 3.1 %

Test 3 of 6

DIME Test ID: 2024-07-17-26-3
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: 12/05/2024
Date Tested: 07/22/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.353
Bulk Specific Gravity 2 2.358
Bulk Specific Gravity 3 2.352
Average Bulk Specific Gravity 2.354

Test 4 of 6

DIME Test ID: 2024-07-17-26-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/05/2024
Date Tested: 07/25/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 111 psi
Average Wet Tensile Strength 78 psi
Tensile Strength Ratio 70

Test 5 of 6

DIME Test ID: 2024-07-17-26-5
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: 12/05/2024
Date Tested: 07/20/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2151 g
Corrected Asphalt Binder Content 7.51 %
Mass Loss 170.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.22 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C

Test 6 of 6

DIME Test ID: 2024-07-17-26-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 12/05/2024
Date Tested: 07/25/2024
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: (909) 829-3029
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) 4.16 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 5.44 mm
Stripping Inflection Point (Wheel A) 16780
Stripping Inflection Point (Wheel B) 20559