Print Report | Back to Sample Detail

Sample Record for 2024-06-14-110

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

Project Information

Project ID: 995054 DEA: 024H0204 EFIS: 0218000069 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-20.0/39.7
Work Description: PLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING.
Location Description: TEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD
Contractor Name: TULLIS, INC.
Contractor Address: 16951 Clear Creek Road, Redding, CA 96049
Resident Engineer: Shoukie Alawar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-14-110
TL Number from the TL Form: 858498
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/17/2024
The quantity of what the sample constitutes: 10,000 tons
A brief description of the sample: 7 boxes of Lime Treated 3/4-inch RHMA-G (PG 64-16 CR)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79579
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis — Northstate Asphalt (Redding, CA)

Material Information

HMA Type: RHMA-G
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): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-06-14-110-1
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: 04/08/2025
Date Tested: 04/08/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Pb=7.10%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3036.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5096 g
Mass of HMA Sample prior to ignition 2059.3 g
Corrected Asphalt Binder Content 7.1 %
Mass Loss 163.1 g
Mass of aggregate remaining after ignition 1896.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.68 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C

Test 2 of 3

DIME Test ID: 2024-06-14-110-2
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: 04/08/2025
Date Tested: 06/17/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmm=2.422
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 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 7333.7 grams
Mass of oven-dry sample in air for Sample 1 2598.9 grams
Mass of container filled with the sample and water for Sample 1 8859.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.422
Theoretical maximum density at 25°C (77°F) 2415 kg/m^3

Test 3 of 3

DIME Test ID: 2024-06-14-110-3
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 04/08/2025
Date Tested: 06/25/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Nf>15000, SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 122 F
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 0.96 mm
Maximum impression at 5000 passes (right wheel) 0.85 mm
Average impression at 5000 passes (left/right avg) 0.91 mm
Maximum impression at 10000 passes (left wheel) 1.11 mm
Maximum impression at 10000 passes (right wheel) 1.04 mm
Average impression at 10000 passes (left/right avg) 1.08 mm
Maximum impression at 15000 passes (left wheel) 1.11 mm
Maximum impression at 15000 passes (right wheel) 1.18 mm
Average impression at 15000 passes (left/right avg) 1.15 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data