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Testing Report for 2021-03-12-14-3

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

Project Information

DEA: 034F8104
EFIS: 0314000291
Project ID: 214900
QA Service Level: 1
DIST-CO-RTE-PM: 03-GLE-32-L0.0/R0.3,0.1/0.9
Work Description: CONSTRUCT SIDEWALKS, CURB RAMPS, & DRIVEWAYS.
Location Description: GLENN COUNTY IN ORLAND AT VARIOUS LOCATIONS FROM ROUTE 5 SOUTHBOUND OFF RAMP TO ROUTE 32 TO NINTH STREET/TEHAMA STREET AND FROM FOURTH STREET TO WOODWARD AVENUE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Ryan Johnson
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-03-12-14
TL Number from the TL Form: C778174
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: 3/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 3/12/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-003
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Drum Plant

Material Information

RAP Source: KRC Orland
Aggregate Size:
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons):

Test Information

DIME Test ID: 2021-03-12-14-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Date Tested: 2/8/2021
Verified Date: 4/1/2021
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: JMF21-003. Ben Dreher
Test Result Compliance: complies
Additional Comments When Verified :

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: 97 %
Cumulative percent passing the 3/8 in. sieve: 92 %
Cumulative percent passing the #4 sieve: 63 %
Cumulative percent passing the #8 sieve: 43 %
Cumulative percent passing the #16 sieve: 32 %
Cumulative percent passing the #30 sieve: 23 %
Cumulative percent passing the #50 sieve: 16 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 8.2 %