Summary for Test 2020-04-03-11-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 213580 DEA: 051C2604 EFIS: 0512000108 |
|---|---|
| DIST-CO-RTE-PM | 05-SBT-25-25.9/26.3 |
| Award Date | 11/09/2018 |
| Closeout Date | 05/29/2020 |
| Work Description | CURVE REALIGNMENT, RETAINING WALL, CULVERT EXTENSION. |
| Location Description | SAN BENITO COUNTY ABOUT 23 MILES SOUTH OF HOLLISTER FROM 0.06 MILE SOUTH OF LA GLORIA ROAD TO 0.20 MILE SOUTH OF ENTRANCE TO CALIFORNIA DEPARTMENT OF FORESTRY COMPOUND |
| QA Service Level | 1 (Verified on 09/06/2019) |
Sample Information
| Sample Taken Date | 04/03/2020 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 04/20/2020 |
| Sample type | Verification | A brief description of the sample | bag of RAP |
| The quantity of what the sample constitutes | One JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Romiza |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Graniterock Aromas | 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 | Graniterock Aromas |
|---|---|---|---|
| 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: 2020-04-03-11
DIME Test ID: 2020-04-03-11-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-04-28
Test Results
Does this test use 1/4 sieve?:
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 04/27/2020
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: 99.5 %
Cumulative percent passing the 3/8 in. sieve: 94.1 %
Cumulative percent passing the #4 sieve: 70.8 %
Cumulative percent passing the #8 sieve: 53.4 %
Cumulative percent passing the #16 sieve: 40.4 %
Cumulative percent passing the #30 sieve: 31 %
Cumulative percent passing the #50 sieve: 22.8 %
Cumulative percent passing the #100 sieve: 14.5 %
Cumulative percent passing the #200 sieve: 9.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/28/2020 ✔