Summary for Test 2018-01-12-3-2
Test performed: AASHTO T30-15Project Information
Project Identifiers | Project ID: 99999 DEA: 0322222 |
---|---|
DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
QA Service Level | (Verified on 04/05/2013) |
Sample Information
Sample Taken Date | 01/12/2018 | Sample Unique Key | 3 |
---|---|---|---|
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 | 01/12/2018 |
Sample type | Verification | A brief description of the sample | 3/8-inch RAP |
The quantity of what the sample constitutes | JMF | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | a | Last name of sampler or witnessed by | a |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | SNC - Mustang Asphalt Plant | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Mustang Asphalt Plant |
---|---|---|---|
Aggregate Size | 3/8 | Aggregate Source | Unknown |
RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2018-01-12-3
DIME Test ID: 2018-01-12-3-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2018-01-19
Test Results
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 01/12/2018
Total mass of material in the sample: 1523.4 grams
Cumulative mass retained on the 2 in. sieve: no data
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: 6 grams
Cumulative mass retained on the 3/8 in. sieve: 122 grams
Cumulative mass retained on the 1/4 in. sieve: 414 grams
Cumulative mass retained on the #4 sieve: 575 grams
Cumulative mass retained on the #8 sieve: 859.7 grams
Cumulative mass retained on the #16 sieve: 1026.2 grams
Cumulative mass retained on the #30 sieve: 1139 grams
Cumulative mass retained on the #50 sieve: 1242.2 grams
Cumulative mass retained on the #100 sieve: 1324.2 grams
Cumulative mass retained on the #200 sieve: 1377.9 grams
Cumulative percent passing the 2 in. sieve: no data
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: 92 %
Cumulative percent passing the 1/4 in. sieve: 73 %
Cumulative percent passing the #4 sieve: 62 %
Cumulative percent passing the #8 sieve: 44 %
Cumulative percent passing the #16 sieve: 33 %
Cumulative percent passing the #30 sieve: 25 %
Cumulative percent passing the #50 sieve: 18 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 10 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/12/2018 ✔