Summary for Test 2021-12-27-5-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-4.4/R7.7 |
| Award Date | 06/05/2021 |
| Closeout Date | Not set |
| Work Description | Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B. |
| Location Description | 101 freeway in Summerland, CA |
| QA Service Level | 1 (Verified on 05/06/2021) |
Sample Information
| Sample Taken Date | 12/27/2021 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/30/2021 | Sample type | Quality Assurance |
| A brief description of the sample | Sample from Lot 1-1 | The quantity of what the sample constitutes | A sublot |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Tom |
| Last name of sampler or witnessed by | Cromwell | Title of sampler | Inspector |
| Telephone number of sampler | Laboratory sample identification | D5 21-A-310 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Santa Paula | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Granite Santa Paula |
|---|---|---|---|
| Aggregate Size | Five Eighths Minus | Aggregate Source | |
| RAP Stockpile | Continuous | Stockpile Size (tons) | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2021-12-27-5
DIME Test ID: 2021-12-27-5-1
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: 2022-01-04
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Daniel Gingras
Date of test: 01/04/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1539.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 19.1 grams | 98.8 % | |||||
| 365.2 grams | 76.3 % | |||||
| 608.9 grams | 60.4 % | |||||
| 869.9 grams | 43.5 % | |||||
| 1031.1 grams | 33 % | |||||
| 1188.3 grams | 22.8 % | |||||
| 1312.5 grams | 14.7 % | |||||
| 1393.7 grams | 9.4 % | |||||
General comments (publicly viewable) (Max 1000 characters): Uncorrected values (need to be corrected by RAP Correlation Factors)
Test was verified on 1/4/2022 ✔