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Sample Record for 2024-09-18-93

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

Project Information

Project ID: 1000141 DEA: 033G0404 EFIS: 0323000118 QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-16-0.6/3.9,5.7/6.0
Work Description: RHMA, PARTIAL DEPTH RECYCLING, & REPLACE AC SURFACING.
Location Description: YOLO COUNTY NEAR RUMSEY FROM COLUSA COUNTY LINE TO CACHE CREEK BRIDGE AND FROM 0.6 TO 0.4 MILE WEST OF RUMSEY CANYON BRIDGE
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 4th Street, Berkeley, CA 94710
Resident Engineer: Luis Pompa Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-18-93
TL Number from the TL Form: C743593
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: 09/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/23/2024
The quantity of what the sample constitutes: 3/4" HMA w/ 15% RAP
A brief description of the sample: 6 Boxes
From where was the sample collected: Source
Laboratory sample identification: Daily 24-207
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 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): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-09-18-93-1
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/09/2024
Date Tested: 10/07/2024
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) 0.715 mm
Average impression at 10000 passes (left/right avg) 0.915 mm
Average impression at 15000 passes (left/right avg) 1.035 mm
Average impression at 20000 passes (left/right avg) 1.115 mm
Average impression at 25000 passes (left/right avg) 1.2 mm

Test 2 of 4

DIME Test ID: 2024-09-18-93-2
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: 10/09/2024
Date Tested: 10/07/2024
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 2.323
Bulk Specific Gravity 2 2.328
Bulk Specific Gravity 3 2.335
Bulk Specific Gravity 4 2.332
Percent of water absorbed by volume 1 0.59 %
Percent of water absorbed by volume 2 0.68 %
Percent of water absorbed by volume 3 0.51 %
Percent of water absorbed by volume 4 0.59 %
Average Bulk Specific Gravity 2.33

Test 3 of 4

DIME Test ID: 2024-09-18-93-3
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: 10/09/2024
Date Tested: 09/25/2024
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 2.501
Theoretical maximum density at 25°C (77°F) 3 kg/m^3

Test 4 of 4

DIME Test ID: 2024-09-18-93-4
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: 10/09/2024
Date Tested: 09/25/2024
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 4.7
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 2131.6 g
Corrected Asphalt Binder Content 4.97 %
Mass Loss 121.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.74 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C