Print Report | Back to Sample Detail

Sample Record for 2024-08-21-89

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

Project Information

Project ID: 994729 DEA: 034H88U4 EFIS: 0323000024 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-32-0.3/5.0
Work Description: INSTALL LIGHTING, WIDEN SHLD, UPGRADE END TREATMENTS, EXTEND CULVERTS.
Location Description: BUTTE COUNTY NEAR CHICO FROM 0.3 MILE EAST OF BUTTE COUNTY LINE TO MUIR AVENUE
Contractor Name: BALDWIN CONTRACTING COMPANY INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 SKYWAY, CHICO, CA 95928
Resident Engineer: Michael Mattson Structure Rep.: Nicholas McLean

Sample Information

DIME Sample ID: 2024-08-21-89
TL Number from the TL Form: C802922
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/21/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2024
The quantity of what the sample constitutes: 3/4" HMA-A w/ 15% RAP
A brief description of the sample: 36 Boxes
From where was the sample collected: Source
Laboratory sample identification: Daily 24-166
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KRC - Orland

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 2
Sublot number: 4
HMA Mix Number:
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: 2024-08-21-89-1
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: 08/30/2024
Date Tested: 08/27/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
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
Specific Gravity for Sample 1 2.555
Theoretical maximum density at 25°C (77°F) 3 kg/m^3

Test 2 of 4

DIME Test ID: 2024-08-21-89-2
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: 08/30/2024
Date Tested: 08/27/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: R1 OBC 4.5
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 2119.6 g
Corrected Asphalt Binder Content 4.91 %
Mass Loss 122.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.85 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C

Test 3 of 4

DIME Test ID: 2024-08-21-89-3
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 08/30/2024
Date Tested: 08/29/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 4
Bulk Specific Gravity 1 2.366
Bulk Specific Gravity 2 2.365
Bulk Specific Gravity 3 2.364
Bulk Specific Gravity 4 2.367
Percent of water absorbed by volume 1 1.24 %
Percent of water absorbed by volume 2 1.07 %
Percent of water absorbed by volume 3 0.95 %
Percent of water absorbed by volume 4 1.2 %
Average Bulk Specific Gravity 2.365

Test 4 of 4

DIME Test ID: 2024-08-21-89-4
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/30/2024
Date Tested: 08/29/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Average impression at 5000 passes (left/right avg) 1.665 mm
Average impression at 10000 passes (left/right avg) 2.07 mm
Average impression at 15000 passes (left/right avg) 2.34 mm
Average impression at 20000 passes (left/right avg) 2.625 mm
Average impression at 25000 passes (left/right avg) 2.94 mm