Summary for Test 2022-11-15-76-1
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 | 11/15/2022 | Sample Unique Key | 76 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/16/2022 | Sample type | Annual Source Testing |
| A brief description of the sample | Con Sand | The quantity of what the sample constitutes | 10 Bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Andy |
| Last name of sampler or witnessed by | QC tech | Title of sampler | QC Technician |
| Telephone number of sampler | 9162149316 | Laboratory sample identification | Con_22_1171 |
| Linked DIME Sample ID | 2023-02-07-47-1 | The fabricator/manufacturer/facility name | Granite Capay |
| 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) | 91-57-0014 |
|---|---|---|---|
| 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 | source stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2022-11-15-76
DIME Test ID: 2022-11-15-76-1
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: 2023-03-23
Test Results
What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative 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: Anthony Ibarra
Date of test: 12/08/2022
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 93 % | ||||||
| 63 % | ||||||
| 39 % | ||||||
| 15 % | ||||||
| 4 % | ||||||
| 2 % | ||||||
General comments (publicly viewable) (Max 1000 characters): SAND SOURCE TESTING
Test was verified on 3/23/2023 ✔