Print Report | Back to Sample Detail

Sample Record for 2024-05-08-49

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

Project Information

Project ID: 994296 DEA: 07336004 EFIS: 0716000375 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-118-R1.4/1.8
Work Description: CONSTRUCT STORMWATER TREATMENT DEVICES.
Location Description: IN VENTURA COUNTY NEAR SATICOY FROM 0.2 MILE EAST OF NARDO STREET TO 0.1 MILE WEST OF SANTA CLARA RIVER
Contractor Name: BEADOR CONSTRUCTION
Contractor Address: 2900 Bristol Street, Suite D204, Costa Mesa, CA 92626
Resident Engineer: DENRICK BAUTISTA Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-05-08-49
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: Department Acceptance
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: 05/13/2024
The quantity of what the sample constitutes: 12 BOXES OF HMA, 3 BAGS OF COMBINED AGGS, 1 BAG RAP 4 QTS OF PG58-16
A brief description of the sample: 3/4" HMA-A-SP R25
From where was the sample collected: Manufacturer
Laboratory sample identification: 0241A-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Santa Paula

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 14342
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:

Test Results

Test 1 of 4

DIME Test ID: 2024-05-08-49-1
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: 05/14/2024
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 7351.4 grams
Mass of oven-dry sample in air for Sample 1 2544.1 grams
Mass of container filled with the sample and water for Sample 1 8878.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.501
Theoretical maximum density at 25°C (77°F) 2494 kg/m^3

Test 2 of 4

DIME Test ID: 2024-05-08-49-2
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: 05/15/2024
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 3.9 %
Percent Air Voids 2 3.9 %
Percent Air Voids 3 3.8 %
Average Percent Air Voids 3.9 %

Test 3 of 4

DIME Test ID: 2024-05-08-49-3
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: 05/15/2024
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 2.404
Bulk Specific Gravity 2 2.404
Bulk Specific Gravity 3 2.405
Average Bulk Specific Gravity 2.404

Test 4 of 4

DIME Test ID: 2024-05-08-49-4
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: 05/14/2024
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 2156 g
Corrected Asphalt Binder Content 4.48 %
Mass Loss 114.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.7 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C