Summary for Test 2024-08-19-97-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000089 DEA: 024J8904 EFIS: 0223000084 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-6.0/R12.6 |
| Award Date | 04/04/2024 |
| Closeout Date | 01/24/2025 |
| Work Description | RHMA (GAP GRADED) OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TEHAMA COUNTY NEAR PLATINA FROM 3.3 MILES WEST OF VESTAL ROAD TO 2.3 MILES EAST OF DRY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 08/19/2024 | Sample Unique Key | 97 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/09/2024 | Sample type | Production Start-Up |
| A brief description of the sample | RAP | The quantity of what the sample constitutes | 1 Bag RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Josh |
| Last name of sampler or witnessed by | Williams | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | D79707B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River, Orland | |
| Transportation Laboratory (TL) Number | 895205 | 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 | KRC Orland |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-09-42: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-08-19-97-1 |
Test Details
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DIME Sample ID: 2024-08-19-97
DIME Test ID: 2024-08-19-97-1
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: 2024-09-19
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: 09/19/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1653.9 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 % | ||||
| 68.7 grams | -0.1 % | 96 % | ||||
| 196.2 grams | -0.2 % | 88 % | ||||
| 617.0 grams | -0.4 % | 62 % | ||||
| 921.4 grams | 0.5 % | 45 % | ||||
| 1118.4 grams | -0.2 % | 32 % | ||||
| 1259.0 grams | -0.7 % | 23 % | ||||
| 1384.2 grams | -1.0 % | 15 % | ||||
| 1466.9 grams | -0.9 % | 10 % | ||||
| 1519.8 grams | -0.8 % | 7.3 % | ||||
| 1525.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/19/2024 ✔