Summary for Test 2023-09-20-44-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 994431 DEA: 024J1604 EFIS: 0222000145 |
|---|---|
| DIST-CO-RTE-PM | 02--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 09/20/2023 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/20/2023 | Sample type | Production Start-Up |
| A brief description of the sample | 2 bags of Fine RAP | 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 | Dawn |
| Last name of sampler or witnessed by | Sloaterman | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79353B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA) | |
| Transportation Laboratory (TL) Number | 858050 | 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 | Ward Lake Pit |
|---|---|---|---|
| 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: 2023-09-20-44
DIME Test ID: 2023-09-20-44-1
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: 2023-10-03
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/26/2023
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1463.5 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 % | ||||
| 5.6 grams | -0.2 % | 99 % | ||||
| 374.5 grams | 1.3 % | 76 % | ||||
| 679.5 grams | 2.8 % | 56 % | ||||
| 886.5 grams | 3.2 % | 43 % | ||||
| 1034.5 grams | 2.3 % | 32 % | ||||
| 1155.0 grams | 1.3 % | 22 % | ||||
| 1250.1 grams | 0.8 % | 15 % | ||||
| 1312.9 grams | 0.4 % | 10.7 % | ||||
| 1321.7 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/3/2023 ✔