Summary for Test 2021-08-20-54-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214114 DEA: 040A5394 EFIS: 0418000244 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80,12-11.4/12.8, 2.1/2.8 |
| Award Date | Not set |
| Closeout Date | 02/24/2023 |
| Work Description | Widen EB SR-12 Connector, Construct 3 ramps & 2 box girder bridges, remove existing bridge, etc. |
| Location Description | I-80/I-680/Route 12 Interchange |
| QA Service Level | 1 (Verified on 04/23/2019) |
Sample Information
| Sample Taken Date | 08/20/2021 | Sample Unique Key | 54 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/20/2021 |
| Sample type | Verification | A brief description of the sample | 1 Bag of RAP Sampled pt e plant |
| The quantity of what the sample constitutes | 1 Bag RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ignacio | Last name of sampler or witnessed by | Arechiga |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SYAR Lake Herman Drum | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Lake Herman Quarry |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-20-54
DIME Test ID: 2021-08-20-54-1
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-09-22
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Nicholas Shelly
Date of test: 09/08/2021
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: 99.2 %
Cumulative percent passing the #4 sieve: 74.8 %
Cumulative percent passing the #8 sieve: 52.9 %
Cumulative percent passing the #16 sieve: 39.1 %
Cumulative percent passing the #30 sieve: 29.9 %
Cumulative percent passing the #50 sieve: 22.3 %
Cumulative percent passing the #100 sieve: 14.7 %
Cumulative percent passing the #200 sieve: 11.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/22/2021 ✔