Summary for Test 2024-07-29-75-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 995051 DEA: 023H6804 EFIS: 0218000006 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R28.8/R44.1 |
| Award Date | 10/26/2023 |
| Closeout Date | 09/24/2025 |
| Work Description | PLACE RHMA, PAINT TRAFFIC STRIPE, & INSTALL FIBER OPTIC CABLE SYSTEM. |
| Location Description | SHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE CITY FROM PIT RIVER BRIDGE TO 1.2 MILES SOUTH OF DOG CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 07/29/2024 | Sample Unique Key | 75 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/30/2024 | 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 | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79673B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | |
| Transportation Laboratory (TL) Number | 853422 | 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, Reddimg, CA |
|---|---|---|---|
| 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 |
|---|---|---|
| 2024-08-13: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-07-29-75-1 |
Test Details
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DIME Sample ID: 2024-07-29-75
DIME Test ID: 2024-07-29-75-1
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: 2024-08-15
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: 08/15/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1599.8 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 % | ||||
| 21.4 grams | -1.3 % | 97 % | ||||
| 426.2 grams | 2.0 % | 75 % | ||||
| 747.7 grams | 1.3 % | 55 % | ||||
| 970.1 grams | 0.0 % | 39 % | ||||
| 1129.0 grams | -0.7 % | 29 % | ||||
| 1242.8 grams | -2.7 % | 20 % | ||||
| 1328.2 grams | -3.0 % | 14 % | ||||
| 1390.5 grams | -2.9 % | 10.2 % | ||||
| 1392.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/15/2024 ✔