Print Report | Back to Sample Detail

Sample Record for 2023-10-30-97

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

Project Information

Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46-49.7/54.6
Work Description: Cholame Segment
Location Description:
Contractor Name: Atkinson Construction
Contractor Address: 18201 Von Karman - Suite 800, Irvine, CA 92612
Resident Engineer: Andrew Borrelli Structure Rep.: Dave Lewis

Sample Information

DIME Sample ID: 2023-10-30-97
TL Number from the TL Form: C979514
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/30/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/11/2024
The quantity of what the sample constitutes: 5 Boxes HMA, 2 Bags Aggregate, I Bag RAP, 2 Cans of Binder
A brief description of the sample: 3/4" HMA-A w/15% RAP, WMA
From where was the sample collected: Source
Laboratory sample identification: 024-005
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM AVENAL

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 3
Sublot number: 1
HMA Mix Number: L230077A
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: 2023-10-30-97-1
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: 01/25/2024
Date Tested: 01/18/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 2
What is the unit of measurement for theoretical density? SI Units
Mass Determination Water
Method Performed Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1 2556.2 grams
Mass of sample in water for Sample 1 1510.3 grams
Mass of oven-dry sample in air for Sample 2 2584.7 grams
Mass of sample in water for Sample 2 1530.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.444
Specific Gravity for Sample 2 2.452
Average Specific Gravity 2.448
Theoretical maximum density at 25°C (77°F) 2440.9 kg/m^3

Test 2 of 4

DIME Test ID: 2023-10-30-97-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/25/2024
Date Tested: 01/25/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 5.8 %
Percent Air Voids 2 6 %
Percent Air Voids 3 6.2 %
Average Percent Air Voids 6 %

Test 3 of 4

DIME Test ID: 2023-10-30-97-4
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: 01/25/2024
Date Tested: 01/18/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4200.6 g
Mass of the specimen and specimen basket assembly prior to ignition 6406.4 g
Mass of HMA Sample prior to ignition 2205.8 g
Corrected Asphalt Binder Content 5 %
Mass Loss 138.5 g
Mass of aggregate remaining after ignition 2067.3 g
Correction Factor (Percent by mass of HMA Specimen) 1.12 %
Moisture Content no data0 %
Temperature Compensation Factor 0.16 %
Test Temperature 538 C

Test 4 of 4

DIME Test ID: 2023-10-30-97-5
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: 01/25/2024
Date Tested: 01/18/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.307
Bulk Specific Gravity 2 2.3
Bulk Specific Gravity 3 2.297
Average Bulk Specific Gravity 2.301