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Sample Record for 2024-05-08-33

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Project Information

Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R28.6/37.5
Work Description: REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location Description: SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
Contractor Name: SULLY - MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821
Resident Engineer: Larry J Canuti Structure Rep.: Taghreed Al-khateeb

Sample Information

DIME Sample ID: 2024-05-08-33
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: 05/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2024
The quantity of what the sample constitutes: 20 BOXES OF HMA, 2 BAGS COLD FEED AGGS, 1 BAG RAP, 3 BAGS VIRGEN AGGS, 2 QT OF PG58-34
A brief description of the sample: 1/2" HMA-A R25 1%LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 0237A-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Materials-Victorville

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 300215 CPC R25
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-05-08-33-1
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: 07/05/2024
Date Tested: 05/11/2024
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 7328.4 grams
Mass of oven-dry sample in air for Sample 1 1560.8 grams
Mass of container filled with the sample and water for Sample 1 8253.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.454
Theoretical maximum density at 25°C (77°F) 2447 kg/m^3

Test 2 of 4

DIME Test ID: 2024-05-08-33-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/05/2024
Date Tested: 05/13/2024
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 5.2 %
Percent Air Voids 2 5.1 %
Percent Air Voids 3 5.4 %
Average Percent Air Voids 5.2 %

Test 3 of 4

DIME Test ID: 2024-05-08-33-3
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: 07/05/2024
Date Tested: 05/13/2024
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 2.327
Bulk Specific Gravity 2 2.329
Bulk Specific Gravity 3 2.321
Average Bulk Specific Gravity 2.327

Test 4 of 4

DIME Test ID: 2024-05-08-33-4
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: 07/05/2024
Date Tested: 05/11/2024
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 1603 g
Corrected Asphalt Binder Content 5.21 %
Mass Loss 97 g
Correction Factor (Percent by mass of HMA Specimen) 0.65 %
Moisture Content no data0 %
Temperature Compensation Factor 0.19 %
Test Temperature 538 C