Summary for Test 2023-08-28-97-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 995104 DEA: 023J7504 EFIS: 0222000080 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-32/38 |
| Award Date | 03/06/2023 |
| Closeout Date | Not set |
| Work Description | Grasshopper CIR |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/24/2023) |
Sample Information
| Sample Taken Date | 08/28/2023 | Sample Unique Key | 97 |
|---|---|---|---|
| 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 | 08/28/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 1 bag 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 | Andrea | Last name of sampler or witnessed by | Sloaterman |
| Title of sampler | TET C | Telephone number of sampler | |
| Laboratory sample identification | D79335B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 858045 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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: 2023-08-28-97
DIME Test ID: 2023-08-28-97-2
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: 2024-03-19
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 08/30/2023
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1474 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 % | ||||
| 5.3 grams | -0.2 % | 99 % | ||||
| 369.9 grams | 1.3 % | 76 % | ||||
| 672.8 grams | 2.8 % | 57 % | ||||
| 872.8 grams | 3.2 % | 44 % | ||||
| 1022.1 grams | 2.3 % | 33 % | ||||
| 1149.8 grams | 1.3 % | 23 % | ||||
| 1250.2 grams | 0.8 % | 16 % | ||||
| 1313.2 grams | 0.4 % | 11.3 % | ||||
| 1318.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): P¾″=100.%,
P½″=100.%,
P⅜″=99%,
P№4=76%,
P№8=57%,
P№30=33%,
P№200=11.3%
Test was verified on 3/19/2024 ✔