Summary for Test 2021-03-08-23-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214764 DEA: 032H6404 EFIS: 0317000167 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-12,160-0.4/0.9,L10.5/R0.2 |
| Award Date | 05/20/2020 |
| Closeout Date | 05/11/2022 |
| Work Description | MODIFY SIGNAL AND LIGHTING SYSTEM, PLACE RHMA AND ROADWAY EXCAVATION. |
| Location Description | SACRAMENTO COUNTY NEAR RIO VISTA ON ROUTE 12 FROM 0.6 MILE EAST OF SACRAMENTO RIVER BRIDGE TO 5.2 MILES WEST OF MOKELUMNE RIVER BRIDGE AND ON ROUTE 160 FROM 3.6 MILES NORTH OF THREE MILE SLOUGH BRIDGE TO 2.7 MILES SOUTH OF CIRCLE DRIVE |
| QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
| Sample Taken Date | 03/08/2021 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/09/2021 | Sample type | Verification |
| A brief description of the sample | RAP | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | George Reed Personnel (SAMPLER) |
| Last name of sampler or witnessed by | Unkown (WITNESS) | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | JMF21-010 | |
| Linked DIME Sample ID | 2021-03-08-22 | The fabricator/manufacturer/facility name | George Reed Inc- Clements Batch Plant |
| Transportation Laboratory (TL) Number | None provided | 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 | George Reed Inc Clements Batch Plant, RAP Bin 1 |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Continuous | Stockpile Size (tons) | 3000 |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-03-08-23
DIME Test ID: 2021-03-08-23-3
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-04-22
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Terrance White
Date of test: 03/16/2021
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 74 % | ||||||
| 50 % | ||||||
| 37 % | ||||||
| 28 % | ||||||
| 22 % | ||||||
| 16 % | ||||||
| 11.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): JMF21-010.
Test was verified on 4/22/2021 ✔