Summary for Test 2023-08-07-90-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215157 DEA: 021H5704 EFIS: 0216000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-67.8/77.8 |
| Award Date | 02/09/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | BURNEY CAPM - PAVEMENT REHABILITATION |
| Location Description | BUNCH GRASS LOOKOUT RD TO NAPA LN |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 08/07/2023 | Sample Unique Key | 90 |
|---|---|---|---|
| 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 | 08/07/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 1 bag of Combined RAP (3/8-inch) |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79307B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 857939 |
| 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 | Fawndale Rock and Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2023-08-07-90
DIME Test ID: 2023-08-07-90-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2023-12-28
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/11/2023
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1491.5 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 8.0 grams | -1.3 % | 98 % | ||||
| 414.7 grams | 2.0 % | 74 % | ||||
| 787.5 grams | 1.3 % | 49 % | ||||
| 998.6 grams | 0.0 % | 33 % | ||||
| 1130.3 grams | -0.7 % | 24 % | ||||
| 1221.9 grams | -2.7 % | 15 % | ||||
| 1286.1 grams | -3.0 % | 11 % | ||||
| 1328.4 grams | -2.9 % | 8.0 % | ||||
| 1329.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/28/2023 ✔