Summary for Test 2024-07-22-70-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 994636 DEA: 022J9604 EFIS: 0221000153 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-VAR |
| Award Date | 05/25/2023 |
| Closeout Date | 01/24/2025 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & REPLACE JOINT SEALS. |
| Location Description | SISKIYOU COUNTY AT VARIOUS LOCATIONS FROM OAK STREET UNDERCROSSING TO KLAMATH RIVER BRIDGE AND SEPARATION BRIDGE NO. 02-0134R |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 07/22/2024 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 07/22/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1 Bag 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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79651B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 858053 |
| 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, Redding, 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 |
|---|---|---|
| 2024-07-43: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-07-22-70-1 |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-07-22-70
DIME Test ID: 2024-07-22-70-1
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: 2024-07-31
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: 07/30/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1499.9 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 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 12.1 grams | -0.8 % | 98 % | ||||
| 428.5 grams | -1.5 % | 70 % | ||||
| 750.4 grams | -0.1 % | 50 % | ||||
| 955.8 grams | 0.1 % | 36 % | ||||
| 1088.6 grams | 0.2 % | 28 % | ||||
| 1184.2 grams | -0.3 % | 21 % | ||||
| 1257.7 grams | -0.8 % | 15 % | ||||
| 1313.4 grams | -0.9 % | 11.5 % | ||||
| 1315.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/31/2024 ✔