Summary for Test 2024-02-24-10-3
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994247 DEA: 051H8604 EFIS: 0517000002 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-46.2/R52.3 |
| Award Date | 02/01/2023 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT, PLACE HMA, RHMA-G, HMA-0, REPLACE MEDIAN BARRIER. |
| Location Description | SANTA BARBARA COUNTY NEAR GAVIOTA FROM 0.1 MILE NORTH OF GAVIOTA BEACH STATE PARK TO OLD COAST HIGHWAY |
| QA Service Level | 1 (Verified on 09/23/2022) |
Sample Information
| Sample Taken Date | 02/24/2024 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/06/2024 | Sample type | Department Acceptance |
| A brief description of the sample | Calcined Bauxite | The quantity of what the sample constitutes | 2 Bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | John |
| Last name of sampler or witnessed by | Kopevil | Title of sampler | Sales Manager |
| Telephone number of sampler | Laboratory sample identification | 24-0043, 24-0059 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | FX Minerals Processing, Inc. | |
| 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 | High Friction Surface Treatment | Mgf. Lot Number(s) | 24-0614D |
|---|---|---|---|
| Batch Number | Unknown | Mix Number | Unknown |
| Resin Binder Type | Epoxy | Used for Overlay | Yes |
| Used for Inlay | No |
Test Details
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DIME Sample ID: 2024-02-24-10
DIME Test ID: 2024-02-24-10-3
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-03-28
Test Results
What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Aristeo Flores
Date of test: 03/08/2024
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 3 % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 0 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Special gradation for HFST. A #6 sieve was used in lieu of the #8 sieve above. #30-#200 are representative of the pan for this purpose.
Test was verified on 3/28/2024 ✔