Test 2019-04-29-23-2 (AASHTO T30-15) Summary

Project Information
Project IdentifiersProject ID: 213720
DEA: 024H2004
EFIS: 0218000094
DIST-CO-RTE-PM02-SHA-89-26.3/29.2
Work DescriptionPAVEMENT OVERLAY
Location DescriptionSHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
Sample Information
Sample Taken Date4/29/2019 Sample Unique Key23
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 testing4/30/2019
Sample typeVerification A brief description of the sample-3/8-inch RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Laboratory sample identificationD77859B
The fabricator/manufacturer/facility nameShaw Pit Facility Transportation Laboratory (TL) Number827787
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeReclaimed Asphalt Pavement RAP SourceShaw Pit Facility
Aggregate SizeFine Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
JMF Verification ID JMF3513-2019-65
Test Details
DIME Sample ID: 2019-04-29-23
DIME Test ID: 2019-04-29-23-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-05-31
Test Results

Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 05/02/2019
Total mass of material in the sample: 1565.7 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: 48.9 grams
Mass retained on the 1/4 in. sieve: 353.3 grams
Cumulative mass retained on the #4 sieve: 528.7 grams
Cumulative mass retained on the #8 sieve: 837.4 grams
Cumulative mass retained on the #16 sieve: 1033.7 grams
Cumulative mass retained on the #30 sieve: 1155.4 grams
Cumulative mass retained on the #50 sieve: 1243.1 grams
Cumulative mass retained on the #100 sieve: 1308.3 grams
Cumulative mass retained on the #200 sieve: 1357.8 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:96.9 %
Cumulative percent passing the 1/4 in. sieve:77.4 %
Cumulative percent passing the #4 sieve:66.2 %
Cumulative percent passing the #8 sieve:46.5 %
Cumulative percent passing the #16 sieve:34 %
Cumulative percent passing the #30 sieve:26.2 %
Cumulative percent passing the #50 sieve:20.6 %
Cumulative percent passing the #100 sieve:16.4 %
Cumulative percent passing the #200 sieve:13.28 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/31/2019