Summary for Test 2024-06-11-100-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-R10.4/30.2 |
| Award Date | 01/18/2022 |
| Closeout Date | Not set |
| Work Description | Highway widening, overhead signs, and electronic toll system. |
| Location Description | In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing. |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 06/11/2024 | Sample Unique Key | 100 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/11/2024 | Sample type | Quality Assurance |
| A brief description of the sample | Structure backfill | The quantity of what the sample constitutes | 8560 Grams of soil |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Nick |
| Last name of sampler or witnessed by | HALL | Title of sampler | Lab Technician |
| Telephone number of sampler | 7072999133 | Laboratory sample identification | Con_24_412 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Lake Herman Quarry | |
| 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 | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Stockpile @ Jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-06-11-100
DIME Test ID: 2024-06-11-100-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-07-08
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Jacob Vega
Date of test: 06/11/2024
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 83 % | ||||||
| 72 % | ||||||
| 50 % | ||||||
| 36 % | ||||||
| 26 % | ||||||
| 20 % | ||||||
| 16 % | ||||||
| 13 % | ||||||
| 11 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/8/2024 ✔