Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001565 DEA: 030J4404 EFIS: 0319000285
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-162-15.6/18.5
Work Description: COLD PLANE AC PVMT, HMA, MINOR CONCRETE, SIGNAL AND LIGHTING SYSTEM.
Location Description: BUTTE COUNTY IN OROVILLE FROM FEATHER RIVER BRIDGE TO FOOTHILL BOULEVARD
Contractor Name: Teichert & Son, Inc.
Contractor Address: 4401 Duluth Ave., Rocklin CA 95765
Resident Engineer: Dwayne Grandy Structure Rep.: Unknown
DIME Sample ID: 2026-08-02-19
TL Number from the TL Form: C778946
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: 08/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/02/2026
The quantity of what the sample constitutes: 12 Boxes
A brief description of the sample: 3/4" HMA w/ 25% RAP
From where was the sample collected: Source
Laboratory sample identification: PSU 26-179
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 30940132416P
Binder content (%): 4.5
Virgin binder PG: PG 58-22
Design binder PG: PG 64-16
Binder Supplier: PNW
RAP content (%): 25
WMA Additives: No
Antistrip type:
DIME Test ID: 2026-08-02-19-1
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: 08/17/2026
Date Tested: 08/04/2026
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:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7402.5 grams
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Mass of oven-dry sample in air for Sample 1
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2607.8 grams
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Mass of container filled with the sample and water for Sample 1
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9007.6 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.601
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Theoretical maximum density at 25°C (77°F)
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2593.5 kg/m^3
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DIME Test ID: 2026-08-02-19-2
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: 08/17/2026
Date Tested: 08/04/2026
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 4.5%
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
|
Method A
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Mass of HMA Sample prior to ignition
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2143.7 g
|
|
Corrected Asphalt Binder Content
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4.36 %
|
|
Mass Loss
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109.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.76 %
|
|
Moisture Content
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no data0 %
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|
Temperature Compensation Factor
|
0.02 %
|
|
Test Temperature
|
538 C
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DIME Test ID: 2026-08-02-19-3
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/17/2026
Date Tested: 08/05/2026
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:
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Specimen Preparation Method
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PMLC
|
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Test Temperature
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122 F
|
|
Air Void Content for specimen A-1
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7.4 %
|
|
Air Void Content for specimen A-2
|
7.4 %
|
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Air Void Content for specimen B-1
|
7.5 %
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Air Void Content for specimen B-2
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7.5 %
|
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Stripping Inflection Point (Wheel A)
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25000
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Stripping Inflection Point (Wheel B)
|
25000
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Maximum impression at 5000 passes (left wheel)
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3.23 mm
|
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Maximum impression at 5000 passes (right wheel)
|
2.5 mm
|
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Average impression at 5000 passes (left/right avg)
|
2.87 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
3.92 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
3.02 mm
|
|
Average impression at 10000 passes (left/right avg)
|
3.47 mm
|
|
Maximum impression at 15000 passes (left wheel)
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4.66 mm
|
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Maximum impression at 15000 passes (right wheel)
|
3.41 mm
|
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Average impression at 15000 passes (left/right avg)
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4.04 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
5.26 mm
|
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Maximum impression at 20000 passes (right wheel)
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3.84 mm
|
|
Average impression at 20000 passes (left/right avg)
|
4.55 mm
|
|
Average impression at 25000 passes (left/right avg)
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5.31 mm
|
