Summary for Test 2023-08-29-20-1
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 | 08/29/2023 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/29/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 1/2 RHMA cold feed | The quantity of what the sample constitutes | 1579 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Arthur |
| Last name of sampler or witnessed by | Mills | Title of sampler | |
| Telephone number of sampler | 8033087727 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Coalinga | |
| 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) | Granite Coalinga |
|---|---|---|---|
| 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 | 1/2 inch | |
| The concrete mix design number | Lot number | 5 | |
| Sublot number | 5 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-08-29-20
DIME Test ID: 2023-08-29-20-1
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: 2023-08-31
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: Measured
Tester's full name: Tomas Silva
Date of test: 08/30/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 4370.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 210.0 grams | 95 % | |||||
| 792.0 grams | 82 % | |||||
| 2613.0 grams | 40 % | |||||
| 497.3 grams | ||||||
| 258.1 grams | 19 % | |||||
| 337.7 grams | 13 % | |||||
| 382.9 grams | 9 % | |||||
| 415.8 grams | 7 % | |||||
| 444.7 grams | 4 % | |||||
| 463.0 grams | 2.8 % | |||||
| 470.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/31/2023 ✔