Summary for Test 2020-01-30-18-1
Test performed: AASHTO T30-15Project Information
| Project Identifiers | Project ID: 214634 DEA: 051M2404 EFIS: 0519000085 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-21.8/22.0 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Goleta Cross Slope Correction |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
| Sample Taken Date | 01/30/2020 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 01/31/2020 |
| Sample type | Verification | A brief description of the sample | 1 Bag combined RAP |
| The quantity of what the sample constitutes | Verification Testing | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Sal | Last name of sampler or witnessed by | Zamora |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CalPortland Garey | 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 | Garey Stocklpiles |
|---|---|---|---|
| Aggregate Size | Unknown | Aggregate Source | Garey |
| RAP Stockpile | Static | Stockpile Size (tons) | 500, 500 |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-01-30-18
DIME Test ID: 2020-01-30-18-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-02-03
Test Results
Input Type: Measured
Tester's full name: Daniel Gingras
Date of test: 02/03/2020
Total mass of material in the sample: 1565.2 grams
Cumulative mass retained on the 2 in. sieve: no data 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: 42 grams
Cumulative mass retained on the 3/8 in. sieve: 159.3 grams
Cumulative mass retained on the 1/4 in. sieve: no data grams
Cumulative mass retained on the #4 sieve: 548.3 grams
Cumulative mass retained on the #8 sieve: 810.8 grams
Cumulative mass retained on the #16 sieve: 978.7 grams
Cumulative mass retained on the #30 sieve: 1117.4 grams
Cumulative mass retained on the #50 sieve: 1257.4 grams
Cumulative mass retained on the #100 sieve: 1368.9 grams
Cumulative mass retained on the #200 sieve: 1439.8 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: 97.3 %
Cumulative percent passing the 3/8 in. sieve: 89.8 %
Cumulative percent passing the 1/4 in. sieve: no data
Cumulative percent passing the #4 sieve: 65 %
Cumulative percent passing the #8 sieve: 48.2 %
Cumulative percent passing the #16 sieve: 37.5 %
Cumulative percent passing the #30 sieve: 28.6 %
Cumulative percent passing the #50 sieve: 19.7 %
Cumulative percent passing the #100 sieve: 12.5 %
Cumulative percent passing the #200 sieve: 8.01 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/3/2020 ✔