Print Report | Back to Sample Detail

Sample Record for 2025-07-14-61

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

Project Information

Project ID: 1000176 DEA: 034H76U4 EFIS: 0323000040 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-32-5.0/10.2
Work Description: REHABILITATE PAVEMENT, INSTALL SIGNAL, LIGHTING, DRAINAGE, & ADA RAMPS
Location Description: BUTTE COUNTY IN CHICO FROM MUIR AVENUE TO INTERCHANGE OF STATE ROUTES 99 AND 32
Contractor Name: BALDWIN CONTRACTING COMPANY, INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 SKYWAY, CHICO CA 95928
Resident Engineer: Husam Makhoul Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-07-14-61
TL Number from the TL Form: C947151
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: 07/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2025
The quantity of what the sample constitutes: 1/2" HMA w/ 15% RAP
A brief description of the sample: 12 Boxes
From where was the sample collected: Source
Laboratory sample identification: Daily 25-108
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KRC - Orland

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 1
HMA Mix Number:
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2025-07-14-61-1
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: 07/23/2025
Date Tested: 07/21/2025
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: JMF25-019 JMF Verification HMA (JMF23-015)
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 2.536
Theoretical maximum density at 25°C (77°F) 3 kg/m^3

Test 2 of 7

DIME Test ID: 2025-07-14-61-2
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: 07/23/2025
Date Tested: 07/23/2025
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: JMF25-019 Verification HMA (JMF23-015)
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 1722.2 g
Corrected Asphalt Binder Content 5.23 %
Mass Loss 104.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.86 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 482 C

Test 3 of 7

DIME Test ID: 2025-07-14-61-3
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: 07/23/2025
Date Tested: 07/23/2025
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: JMF25-019 Verification RAP (JMF23-015)
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 2.561
Theoretical maximum density at 25°C (77°F) 3 kg/m^3

Test 4 of 7

DIME Test ID: 2025-07-14-61-4
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: 07/23/2025
Date Tested: 07/23/2025
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: JMF25-019 Verification RAP (JMF23-015)
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 1533.8 g
Corrected Asphalt Binder Content 6.08 %
Mass Loss 93.2 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C

Test 5 of 7

DIME Test ID: 2025-07-14-61-5
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: 07/23/2025
Date Tested: 07/22/2025
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 2.349
Bulk Specific Gravity 2 2.349
Bulk Specific Gravity 3 2.359
Bulk Specific Gravity 4 2.365
Percent of water absorbed by volume 1 0.49 %
Percent of water absorbed by volume 2 0.45 %
Percent of water absorbed by volume 3 0.7 %
Percent of water absorbed by volume 4 0.82 %
Average Bulk Specific Gravity 2.355

Test 6 of 7

DIME Test ID: 2025-07-14-61-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 07/23/2025
Date Tested: 07/23/2025
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: JMF25-019 PSU25-108
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) 24980
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 24980
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 8.84 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 3.44 mm
Stripping Inflection Point (Wheel A) 25000
Stripping Inflection Point (Wheel B) 25000

Test 7 of 7

DIME Test ID: 2025-07-14-61-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/23/2025
Date Tested: 07/22/2025
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: PSU25-108 JMF25-019 JMF23-015
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Average impression at 5000 passes (left/right avg) 1.845 mm
Average impression at 10000 passes (left/right avg) 2.35 mm
Average impression at 15000 passes (left/right avg) 3.26 mm
Average impression at 20000 passes (left/right avg) 4.525 mm
Average impression at 25000 passes (left/right avg) 5.52 mm