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Sample Record for 2024-09-10-96

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Project Information

Project ID: 1000206 DEA: 033G2704 EFIS: 0324000079 QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT-99-8.3/14.1
Work Description: REPLACE PAVEMENT.
Location Description: SUTTER COUNTY ON ROUTE 99 NEAR NICOLAUS FROM 0.3 MILE NORTH OF ROUTE 70 JUNCTION TO 0.6 MILE SOUTH OF LAUREL AVENUE
Contractor Name: GEORGE REED, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-10-96
TL Number from the TL Form: C803815
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: 09/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2024
The quantity of what the sample constitutes: 1/2" RHMA-G
A brief description of the sample: 6 Boxes
From where was the sample collected: Source
Laboratory sample identification: Daily 24-185
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Elk Horn

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 1
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): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-09-10-96-1
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: 09/30/2024
Date Tested: 09/12/2024
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 2.449
Theoretical maximum density at 25°C (77°F) 2 kg/m^3

Test 2 of 5

DIME Test ID: 2024-09-10-96-2
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: 09/30/2024
Date Tested: 09/12/2024
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: L1 OBC 7.8
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 1609.2 g
Corrected Asphalt Binder Content 7.75 %
Mass Loss 137.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.81 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C

Test 3 of 5

DIME Test ID: 2024-09-10-96-3
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: 09/30/2024
Date Tested: 09/16/2024
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 2.302
Bulk Specific Gravity 2 2.302
Bulk Specific Gravity 3 2.301
Bulk Specific Gravity 4 2.3
Percent of water absorbed by volume 1 0.92 %
Percent of water absorbed by volume 2 0.71 %
Percent of water absorbed by volume 3 0.67 %
Percent of water absorbed by volume 4 0.84 %
Average Bulk Specific Gravity 2.301

Test 4 of 5

DIME Test ID: 2024-09-10-96-4
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 09/30/2024
Date Tested: 09/30/2024
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:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 24900
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 24720
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 1.96 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 1.99 mm
Stripping Inflection Point (Wheel A) 25000
Stripping Inflection Point (Wheel B) 25000

Test 5 of 5

DIME Test ID: 2024-09-10-96-5
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 09/30/2024
Date Tested: 09/16/2024
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) 1.11 mm
Average impression at 10000 passes (left/right avg) 1.34 mm
Average impression at 15000 passes (left/right avg) 1.48 mm
Average impression at 20000 passes (left/right avg) 1.57 mm
Average impression at 25000 passes (left/right avg) 1.67 mm