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Testing Report for 2020-07-24-55-3

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

Project Information

DEA: 033F99U4
EFIS: 0319000311
Project ID: 214618
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: Unknown
Contractor Address: Unknown
Resident Engineer: Dwayne Grandy
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-24-55
TL Number from the TL Form: c779826
Sample Submitted By Organization: CT D03 - North Region Materials Lab
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 7/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 7/27/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA-A w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-029
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Aggregates-Marysville

Material Information

RAP Source: DeSilava Gates Aggregates
Aggregate Size:
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons):

Test Information

DIME Test ID: 2020-07-24-55-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Date Tested: 7/30/2020
Verified Date: 1/26/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF20-029.
Test Result Compliance: complies
Additional Comments When Verified : JMF20-029

Submitted Test Results

Does this test use 1/4 sieve?: 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 %