Summary for Test 2023-07-17-70-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 994386 DEA: 023J7404 EFIS: 0222000079 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-395-92.0/98.5 |
| Award Date | 01/04/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING AND RECESSED THERMOPLASTIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 16 MILES SOUTH OF RAVENDALE FROM 0.1 MILE NORTH OF KARLO ROAD TO 1.5 MILES SOUTH OF RAMHORN ROAD |
| QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 07/17/2023 | Sample Unique Key | 70 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/18/2023 | Sample type | Production Start-Up |
| A brief description of the sample | 2 bags of Fine 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 | Randy |
| Last name of sampler or witnessed by | Bibbens | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D79300B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | |
| Transportation Laboratory (TL) Number | 850961 | 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 | Hat Creek Construction and Materials, Ward Lake Plant, Litchfield, 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: 2023-07-17-70
DIME Test ID: 2023-07-17-70-2
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: 2023-12-07
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: 07/26/2023
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2062.5 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 % | ||||
| 9.7 grams | -0.2 % | 99 % | ||||
| 652.0 grams | 1.3 % | 70 % | ||||
| 1114.6 grams | 2.8 % | 49 % | ||||
| 1387.1 grams | 3.2 % | 36 % | ||||
| 1565.6 grams | 2.3 % | 26 % | ||||
| 1704.9 grams | 1.3 % | 19 % | ||||
| 1813.5 grams | 0.8 % | 13 % | ||||
| 1881.9 grams | 0.4 % | 9.2 % | ||||
| 1887.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/7/2023 ✔