Summary for Test 2023-03-08-14-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215486 DEA: 040A0204 EFIS: 0400000129 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-1-15-15.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Construct roadway and bridge with structural concrete and CIDH piling |
| Location Description | District-County-Route-Post Mile: 04-Son-1-R15.0/R15.7 |
| QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
| Sample Taken Date | 03/08/2023 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 03/08/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-SP Type A |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Jose | Last name of sampler or witnessed by | Roman |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Bodean - Santa Rosa | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Bodean Santa Rosa |
|---|---|---|---|
| Aggregate Size | 1/2 | Aggregate Source | |
| RAP Stockpile | Continuous | Stockpile Size (tons) | |
| Reclaimed Asphalt Pavement Mix Number |
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: 2023-03-08-14
DIME Test ID: 2023-03-08-14-2
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2023-03-22
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 03/08/2023
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1819 grams | ||||||
| 0 grams | 0 % | 100 % | ||||
| 0 grams | 0 % | 100 % | ||||
| 0 grams | 0 % | 100 % | ||||
| 0 grams | 0 % | 100 % | ||||
| 90 grams | -0.4 % | 95 % | ||||
| 260 grams | -0.1 % | 86 % | ||||
| 670 grams | -0.7 % | 62 % | ||||
| 982.2 grams | -0.6 % | 45 % | ||||
| 1218.7 grams | -1.1 % | 32 % | ||||
| 1364.2 grams | -1.5 % | 24 % | ||||
| 1527.1 grams | -1.9 % | 14 % | ||||
| 1618.9 grams | -1.7 % | 9 % | ||||
| 1684.3 grams | -1.4 % | 6 % | ||||
| 1685.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/22/2023 ✔