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Sample Record for 2022-02-16-34

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

Project Information

Project ID: 993252 DEA: 030H6504 EFIS: 0316000003 QA Service Level: 1
DIST-CO-RTE-PM: 03-COL-20-34.8/36.5
Work Description: RDWY EXCAVATION, COLD PLANE AC PVMT, & OVERLAY.
Location Description: COLUSA COUNTY 1.7 MILES EAST OF COLUSA FROM NIAGARA AVENUE TO 0.3 MILE WEST OF STEIDLMAYER ROAD
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 400 Sunrise Ave, Suite 300, Roseville, CA 95661
Resident Engineer: Garrett Griffith Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-02-16-34
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 02/16/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/22/2022
The quantity of what the sample constitutes: bags of Rap
A brief description of the sample: 3/8" RAP
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood

Material Information

RAP Source: Teichert Hallwood
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-02-16-34-1
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: 06/14/2022
Date Tested: 02/23/2022
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: JMF22-008
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 5.00 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 2 of 3

DIME Test ID: 2022-02-16-34-2
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: 06/14/2022
Date Tested: 02/24/2022
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: JMF22-008
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7345.5 grams
Mass of oven-dry sample in air for Sample 1 1504.6 grams
Mass of container filled with the sample and water for Sample 1 8269.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.593
Theoretical maximum density at 25°C (77°F) 161.4 lb/ft^3

Test 3 of 3

DIME Test ID: 2022-02-16-34-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/14/2022
Date Tested: 02/22/2022
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: JMF22-008
Test Result Compliance:
Additional Comments When Verified:
Is an aggregate correction factor used? No
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 95.2 %
Cumulative percent passing the 3/8 in. sieve 79.7 %
Cumulative percent passing the #4 sieve 49.4 %
Cumulative percent passing the #8 sieve 31.2 %
Cumulative percent passing the #16 sieve 22.8 %
Cumulative percent passing the #30 sieve 17.9 %
Cumulative percent passing the #50 sieve 14 %
Cumulative percent passing the #100 sieve 10.3 %
Cumulative percent passing the #200 sieve 7.5 %