Summary for Test 2022-08-11-77-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993609 DEA: 09388804 EFIS: 0921000038 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-58-R123.0/R125.3 |
| Award Date | 04/21/2022 |
| Closeout Date | 10/13/2022 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RHMA-G. |
| Location Description | IN KERN COUNTY ABOUT 10 MILES EAST OF MOJAVE FROM 4.6 MILES TO 2.3 MILES WEST OF CALIFORNIA CITY BOULEVARD |
| QA Service Level | 1 (Verified on 03/28/2022) |
Sample Information
| Sample Taken Date | 08/11/2022 | Sample Unique Key | 77 |
|---|---|---|---|
| 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 | 09/13/2022 |
| Sample type | Verification | A brief description of the sample | PSUE3/4" HMA-A-SP R15 1.0% LSM |
| The quantity of what the sample constitutes | 8 Bags Agg., 2 Bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | S | Last name of sampler or witnessed by | Ahumada |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0631A-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | 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) | 91-15-0068 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | GRF 22 G3 1 | A detailed description of where the material sample was collected | Belt Cut at Griffith, Edmonston-LEBEC |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-11-77
DIME Test ID: 2022-08-11-77-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-11-01
Test Results
What type of gradation is being tested?: Combined 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?: No
Input Type: Calculated
Tester's full name: Satish Jain / Seige M
Date of test: 09/23/2022
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 80 % | ||||||
| 66 % | ||||||
| 47 % | ||||||
| 34 % | ||||||
| 24 % | ||||||
| 17 % | ||||||
| 11 % | ||||||
| 7 % | ||||||
| 4 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined L.T. Aggregate Gradation
Test was verified on 11/1/2022 ✔