Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001063 DEA: 033G3804 EFIS: 0324000122
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-32-R23.9/30.8,31.0/31.6
Work Description: HMA OVERLAY, COLD PLANE, AND REMOVE & REPLACE PVMT DELINEATION.
Location Description: BUTTE COUNTY NEAR CHICO FROM NOPEL AVENUE TO 1.3 MILES WEST OF CARPENTER RIDGE ROAD AND FROM 1.1 MILES WEST OF CARPENTER RIDGE ROAD TO 0.5 MILE WEST OF CARPENTER RIDGE ROAD
Contractor Name: LAMON CONSTRUCTION CO., INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-09-15-38
TL Number from the TL Form: C803777
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/15/2025
The quantity of what the sample constitutes: 2 Boxes
A brief description of the sample: 1/2" HMA w/ 25% RAP
From where was the sample collected: Source
Laboratory sample identification: Daily 25-175
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 2
Sublot number: 2
HMA Mix Number: 30940142416V
Binder content (%): 5.2
Virgin binder PG: PG 58-22
Design binder PG: PG 64-16
Binder Supplier: Valero
RAP content (%): 25
WMA Additives:
Antistrip type:
DIME Test ID: 2025-09-15-38-1
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: 09/18/2025
Date Tested: 09/17/2025
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: not applicable
Additional Comments When Verified:
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Number of Samples
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1
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What is the unit of measurement for theoretical density?
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SI Units
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Mass Determination
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Air
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Specific Gravity for Sample 1
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2.549
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Theoretical maximum density at 25°C (77°F)
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3 kg/m^3
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DIME Test ID: 2025-09-15-38-2
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: 09/18/2025
Date Tested: 09/17/2025
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: R1
OBC 5.2
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?
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Method A
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|
Mass of HMA Sample prior to ignition
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1667.7 g
|
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Corrected Asphalt Binder Content
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5.69 %
|
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Mass Loss
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106.3 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.68 %
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Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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0.02 %
|
|
Test Temperature
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538 C
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