Summary for Test 2024-08-06-56-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 209109 DEA: 043G9004 EFIS: 0412000557 COOP: 042513 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-116,121-46.0/46.7,5.8/R7.4 |
| Award Date | 07/31/2023 |
| Closeout Date | Not set |
| Work Description | MODIFY EXISTING STATE ROUTE 116,121 BONNEAU ROAD INTERSECTION FROM A 4 WAY STOP CONTROLLED INTERSECTION TO A ROUNDABOUT AND SIGNALIZED INTERSECTION. |
| Location Description | SONOMA COUNTY |
| QA Service Level | 1 (Verified on 08/15/2022) |
Sample Information
| Sample Taken Date | 08/06/2024 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 08/06/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA-RAP25% |
| The quantity of what the sample constitutes | 4 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cody | Last name of sampler or witnessed by | Cordero |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Pet-24-333 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Lake Herman Drum Plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-48-0002 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 220304 | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Conveyer Belt-HMA Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-08-06-56
DIME Test ID: 2024-08-06-56-2
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: 2024-08-08
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: 08/07/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1414.0 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 % | ||||
| 9.0 grams | -0.3 % | 99 % | ||||
| 323.0 grams | -1.7 % | 75 % | ||||
| 604.0 grams | -1.7 % | 56 % | ||||
| 818.0 grams | -0.3 % | 42 % | ||||
| 958.0 grams | 0.3 % | 33 % | ||||
| 1074.0 grams | 0.0 % | 24 % | ||||
| 1179.0 grams | 0.0 % | 17 % | ||||
| 1250.0 grams | 1.4 % | 13.0 % | ||||
| 1251.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/8/2024 ✔