Summary for Test 2023-11-30-68-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995320 DEA: 072XC604 EFIS: 0723000084 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-33-12.6/16.5, 12.6/23.75 |
| Award Date | 01/09/2023 |
| Closeout Date | Not set |
| Work Description | Remove the mud and debris from the roadway, repair the eroded slopes, clean the drainage systems and basins, repair the damaged shoulders and roadside signs and markers, and fix the compromised drainage system |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 11/30/2023 | Sample Unique Key | 68 |
|---|---|---|---|
| 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 | 12/05/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA-A |
| The quantity of what the sample constitutes | 375 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | victor | Last name of sampler or witnessed by | Pham |
| Title of sampler | Telephone number of sampler | 2137924794 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite - Santa Paula | 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) | 91-19-0046 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A | The fabricator/manufacturer designation for the sample | mix 13762 |
| The plant number | Santa Paula | A detailed description of where the material sample was collected | Belt Discharge |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | 13762 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-11-30-68
DIME Test ID: 2023-11-30-68-1
Testing Lab: CT D07 - Plant Services
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-01-08
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: A.Truong
Date of test: 12/08/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5375.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 245.0 grams | 95 % | |||||
| 1102.0 grams | 79 % | |||||
| 1529.0 grams | 72 % | |||||
| 2525.0 grams | 53 % | |||||
| 351 grams | ||||||
| 115.0 grams | 36 % | |||||
| 184.0 grams | 25 % | |||||
| 236.0 grams | 17 % | |||||
| 280.0 grams | 11 % | |||||
| 306.0 grams | 7 % | |||||
| 317.0 grams | 5.1 % | |||||
| 318.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/8/2024 ✔