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Sample Record for 2020-06-16-52

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

Project Information

Project ID: 215041 DEA: 031J1904 EFIS: 0320000169 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB,YUB/SUT-70,70,99-Var
Work Description: In-kind restoration pvmt. repair w/HMA medium overlay, striping, traffic control, incidental work
Location Description: Yubat & Sutter Counties at various locaitons
Contractor Name: George Reed INC
Contractor Address: 140 Empire Avenue, Modesto, CA 95354
Resident Engineer: Donald Ward Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-16-52
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: 06/16/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Rio Linda

Material Information

RAP Source: Clements Hot Plant
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: 2020-06-16-52-1
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: 09/14/2020
Date Tested: 07/30/2020
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: JMF20-025
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 4.23 %
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: 2020-06-16-52-2
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: 09/14/2020
Date Tested: 07/30/2020
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: JMF20-025
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.605
Theoretical maximum density at 25°C (77°F) no data

Test

DIME Test ID: 2020-06-16-52-3
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 09/14/2020
Date Tested: 07/30/2020
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: JMF20-025
Test Result Compliance: complies
Additional Comments When Verified: JMF20-025
Cumulative percent passing the 3 in. sieve 100 %
Cumulative percent passing the 2 1/2 in. sieve 100 %
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 100 %
Cumulative percent passing the 3/8 in. sieve 98 %
Cumulative percent passing the #4 sieve 74 %
Cumulative percent passing the #8 sieve 54 %
Cumulative percent passing the #16 sieve 41 %
Cumulative percent passing the #30 sieve 30 %
Cumulative percent passing the #50 sieve 21 %
Cumulative percent passing the #100 sieve 15 %
Cumulative percent passing the #200 sieve 10.9 %