Test 2021-05-17-43-2 (AASHTO T30-19) Summary

Project Information
Project IdentifiersProject ID: 212496
DEA: 024E4504
EFIS: 0200020286
DIST-CO-RTE-PM02-LAS,MOD-139,299-VAR
Work DescriptionPLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS.
Location DescriptionLASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87
Sample Information
Sample Taken Date5/17/2021 Sample Unique Key43
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 testing5/18/2021
Sample typeAcceptance A brief description of the sampleFine RAP
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byEmilio Last name of sampler or witnessed byChavez
Title of sampler Laboratory sample identificationD78800B
The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA Transportation Laboratory (TL) Number766427
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeReclaimed Asphalt Pavement RAP SourceHat Creek Construction and Materials, Shaw Pit Facility, Lookout, CA
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
HMA Design ID
Test Details
DIME Sample ID: 2021-05-17-43
DIME Test ID: 2021-05-17-43-2
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: 2021-07-23
Test Results

Does this test use 1/4 sieve?: Yes
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 05/19/2021
Total mass of material in the sample: 1562.5 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: 12.4 grams
Mass retained on the 1/4 in. sieve: 251.2 grams
Cumulative mass retained on the #4 sieve: 419.5 grams
Cumulative mass retained on the #8 sieve: 746.8 grams
Cumulative mass retained on the #16 sieve: 964.5 grams
Cumulative mass retained on the #30 sieve: 1108.1 grams
Cumulative mass retained on the #50 sieve: 1217.7 grams
Cumulative mass retained on the #100 sieve: 1303.6 grams
Cumulative mass retained on the #200 sieve: 1363.2 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:99.2 %
Cumulative percent passing the 1/4 in. sieve:83.9 %
Cumulative percent passing the #4 sieve:73.2 %
Cumulative percent passing the #8 sieve:52.2 %
Cumulative percent passing the #16 sieve:38.3 %
Cumulative percent passing the #30 sieve:29.1 %
Cumulative percent passing the #50 sieve:22.1 %
Cumulative percent passing the #100 sieve:16.6 %
Cumulative percent passing the #200 sieve:12.76 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/23/2021