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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

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 %
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

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

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 %