Test 2020-06-10-44-2 (AASHTO T30-19) Summary

Project Information
Project IdentifiersProject ID: 214685
DEA: 024E46U4
EFIS: 0216000122
DIST-CO-RTE-PM02-LAS-36-6.0/14.6
Work DescriptionREPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location DescriptionLASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
Sample Information
Sample Taken Date6/10/2020 Sample Unique Key44
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing6/11/2020
Sample typeVerification A brief description of the sampleFine RAP (3/8-inch)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byCGI Last name of sampler or witnessed byCGI
Title of sampler Laboratory sample identificationD78467B
The fabricator/manufacturer/facility nameWard Lake Transportation Laboratory (TL) Number896984
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeReclaimed Asphalt Pavement RAP SourceWard Lake
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
JMF Verification ID JMF3513-2020-198
Test Details
DIME Sample ID: 2020-06-10-44
DIME Test ID: 2020-06-10-44-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-09-03
Test Results

Does this test use 1/4 sieve?: Yes
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/13/2020
Total mass of material in the sample: 1553 grams
Mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 0 grams
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 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/03/2020