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Sample Record for 2020-07-23-50

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

Project Information

Project ID: 214618 DEA: 033F99U4 EFIS: 0319000311 QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT-99-39.2/41.4
Work Description: WIDEN RDWY, HMA, CRCP, WATER LINE, SIGNALS, & LIGHTING SYSTEM.
Location Description: SUTTER COUNTY IN AND NEAR LIVE OAK FROM 0.1 MILE SOUTH OF COLEMAN AVENUE TO NEVADA STREET (NORTH INTERSECTION)
Contractor Name: DESILVA GATES CONSTRUCTION
Contractor Address: 3855 N Freeway Blvd. , Ste 105, Sacramento, CA 95834
Resident Engineer: Dwayne Grandy Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-23-50
TL Number from the TL Form: C723296
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: 07/23/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: RAP Sample
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-032
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Aggregates-Marysville

Material Information

RAP Source: DeSilva Gates Aggregates Marysville
Aggregate Size:
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2020-07-23-50-1
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: 03/03/2021
Date Tested: 07/06/2020
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: JMF20-032.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-032
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 3.8 %
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: 2020-07-23-50-2
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: 03/03/2021
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: JMF20-032.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-032
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed no data
Mass of container filled with water 7346.6 grams
Mass of oven-dry sample in air for Sample 1 2092.3 grams
Mass of container filled with the sample and water for Sample 1 8651.4 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.657
Theoretical maximum density at 25°C (77°F) no data

Test

DIME Test ID: 2020-07-23-50-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/03/2021
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: JMF20-032.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-032
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 96 %
Cumulative percent passing the 3/8 in. sieve 83 %
Cumulative percent passing the #4 sieve 54 %
Cumulative percent passing the #8 sieve 37 %
Cumulative percent passing the #16 sieve 27 %
Cumulative percent passing the #30 sieve 21 %
Cumulative percent passing the #50 sieve 16 %
Cumulative percent passing the #100 sieve 12 %
Cumulative percent passing the #200 sieve 9.1 %