Print Report | Back to Test Summary

Testing Report for 2020-06-10-44-2

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

Project Information

DEA: 024E46U4
EFIS: 0216000122
Project ID: 214685
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-36-6.0/14.6
Work Description: REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location Description: LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Tim Crosby
Structure Rep.: Jeff Rothgery

Sample Information

DIME Sample ID: 2020-06-10-44
TL Number from the TL Form: 896984
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 6/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 6/11/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Fine RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78467B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake

Material Information

RAP Source: Ward Lake
Aggregate Size: 3/8-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):

Test Information

DIME Test ID: 2020-06-10-44-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Date Tested: 6/13/2020
Verified Date: 9/3/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified :

Submitted Test Results

Does this test use 1/4 sieve?: Yes
Total mass of material in the sample: 1553 grams
Mass retained on the 2 in. sieve: no data
Cumulative mass retained on the 1 1/2 in. sieve: no data
Cumulative mass retained on the 1 in. sieve: no data
Cumulative mass retained on the 3/4 in. sieve: no data
Cumulative mass retained on the 1/2 in. sieve: no data
Cumulative mass retained on the 3/8 in. sieve: 10.7 grams
Mass retained on the 1/4 in. sieve: 306.5 grams
Cumulative mass retained on the #4 sieve: 516.2 grams
Cumulative mass retained on the #8 sieve: 875 grams
Cumulative mass retained on the #16 sieve: 1076.2 grams
Cumulative mass retained on the #30 sieve: 1193.1 grams
Cumulative mass retained on the #50 sieve: 1283.9 grams
Cumulative mass retained on the #100 sieve: 1365.1 grams
Cumulative mass retained on the #200 sieve: 1420 grams
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: 99.3 %
Cumulative percent passing the 1/4 in. sieve: 80.3 %
Cumulative percent passing the #4 sieve: 66.8 %
Cumulative percent passing the #8 sieve: 43.7 %
Cumulative percent passing the #16 sieve: 30.7 %
Cumulative percent passing the #30 sieve: 23.2 %
Cumulative percent passing the #50 sieve: 17.3 %
Cumulative percent passing the #100 sieve: 12.1 %
Cumulative percent passing the #200 sieve: 8.56 %