Summary for Test 2023-04-06-22-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
| Award Date | 05/26/2022 |
| Closeout Date | 05/09/2025 |
| Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
| Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
| QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
| Sample Taken Date | 04/06/2023 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 04/06/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-A R25 |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Tomas | Last name of sampler or witnessed by | Silva |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Coalinga HMA 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) | 91-10-0005 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | 3 | |
| Sublot number | 3 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-04-06-22
DIME Test ID: 2023-04-06-22-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-04-12
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: Allen Oliver
Date of test: 04/10/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 86 % | ||||||
| 78 % | ||||||
| 52 % | ||||||
| 34 % | ||||||
| 22 % | ||||||
| 15 % | ||||||
| 11 % | ||||||
| 6 % | ||||||
| 3.7 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/12/2023 ✔
