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Warning: The test results shown on this page have been superseded and are invalid.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 Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 03/25/2019 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 testing | 04/29/2019 |
| Sample type | Verification | A brief description of the sample | RAP (Dispute Resolution of JMF) |
| The quantity of what the sample constitutes | Dispute Resolution of JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Huddleston |
| Title of sampler | Mat and Res Eng Aso | Telephone number of sampler | |
| Laboratory sample identification | 019-006 | Linked DIME Sample ID | NA |
| The fabricator/manufacturer/facility name | Papich Construction | Transportation Laboratory (TL) Number | HDQTRS Lab |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Templeton |
|---|---|---|---|
| Aggregate Size | Unknown | Aggregate Source | Unknown |
| RAP Stockpile | Stockpile Size (tons) | Unknown | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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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.