Summary for Test 2019-03-25-24-2

Test performed: AASHTO T30-15
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/25/2019 Sample Unique Key24
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 testing04/29/2019
Sample typeVerification A brief description of the sampleRAP (Dispute Resolution of JMF)
The quantity of what the sample constitutesDispute Resolution of JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byMark Last name of sampler or witnessed byHuddleston
Title of samplerMat and Res Eng Aso Telephone number of sampler
Laboratory sample identification019-006 Linked DIME Sample IDNA
The fabricator/manufacturer/facility namePapich Construction Transportation Laboratory (TL) NumberHDQTRS Lab
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTempleton
Aggregate SizeUnknown Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2019-03-25-24
DIME Test ID: 2019-03-25-24-2
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-05-15

Test Results


Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 04/30/2019
Total mass of material in the sample: 1354.8 grams
Cumulative 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: 31.2 grams
Cumulative mass retained on the 3/8 in. sieve: 134 grams
Cumulative mass retained on the 1/4 in. sieve: 134 grams
Cumulative mass retained on the #4 sieve: 575.9 grams
Cumulative mass retained on the #8 sieve: 854.3 grams
Cumulative mass retained on the #16 sieve: 1017.8 grams
Cumulative mass retained on the #30 sieve: 1123.4 grams
Cumulative mass retained on the #50 sieve: 1234.1 grams
Cumulative mass retained on the #100 sieve: 1318.8 grams
Cumulative mass retained on the #200 sieve: 1340.7 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: 97.7 %
Cumulative percent passing the 3/8 in. sieve: 90.1 %
Cumulative percent passing the 1/4 in. sieve: 90.1 %
Cumulative percent passing the #4 sieve: 57.5 %
Cumulative percent passing the #8 sieve: 36.9 %
Cumulative percent passing the #16 sieve: 24.9 %
Cumulative percent passing the #30 sieve: 17.1 %
Cumulative percent passing the #50 sieve: 8.9 %
Cumulative percent passing the #100 sieve: 2.7 %
Cumulative percent passing the #200 sieve: 1.04 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/8/2019

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.