Summary for Test 2019-04-05-18-3
Test performed: AASHTO T30-15Project Information
| Project Identifiers | Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000 |
|---|---|
| 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 DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | 1 (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 04/05/2019 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/10/2019 | Sample type | Verification |
| A brief description of the sample | 3/8" RAP | The quantity of what the sample constitutes | Aggregate for JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Neale |
| Last name of sampler or witnessed by | B | Title of sampler | NA |
| Telephone number of sampler | Laboratory sample identification | 19-J-003 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite, Arvin | |
| Transportation Laboratory (TL) Number | C772606 | Inspector Lot Number from the Transportation Laboratory (TL) Form | NA |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Manufacturer |
|---|---|---|---|
| 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: 2019-04-05-18
DIME Test ID: 2019-04-05-18-3
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: 2019-12-13
Test Results
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 04/10/2019
Total mass of material in the sample: 1612.9 grams
Cumulative mass retained on the 2 in. sieve: no data grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 3/8 in. sieve: 10.6 grams
Cumulative mass retained on the 1/4 in. sieve: no data grams
Cumulative mass retained on the #4 sieve: 386.8 grams
Cumulative mass retained on the #8 sieve: 678.6 grams
Cumulative mass retained on the #16 sieve: 889.3 grams
Cumulative mass retained on the #30 sieve: 1048.8 grams
Cumulative mass retained on the #50 sieve: 1201.3 grams
Cumulative mass retained on the #100 sieve: 1324.3 grams
Cumulative mass retained on the #200 sieve: 1433.4 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: 99.3 %
Cumulative percent passing the 1/4 in. sieve: no data
Cumulative percent passing the #4 sieve: 76 %
Cumulative percent passing the #8 sieve: 57.9 %
Cumulative percent passing the #16 sieve: 44.9 %
Cumulative percent passing the #30 sieve: 35 %
Cumulative percent passing the #50 sieve: 25.5 %
Cumulative percent passing the #100 sieve: 17.9 %
Cumulative percent passing the #200 sieve: 11.13 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/13/2019 ✔