Summary for Test 2024-01-15-25-3
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 | 01/15/2024 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 01/15/2024 |
| Sample type | Independent Assurance | A brief description of the sample | 3/8 Pcc Sample |
| The quantity of what the sample constitutes | 1 Bag 3/8 and 1 bag sand | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Nick | Last name of sampler or witnessed by | Hall |
| Title of sampler | Telephone number of sampler | 7072999133 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | (Syar) Central Dixon | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bridge 23-0023 | 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 | 3/8 PCC Aggregates | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Stockpile @ Plant | |
| Where the material sample would have been placed if not sampled | yes | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | CT072CR8D | Lot number | |
| Sublot number | Aggregate Mix Number | CT072CR8D |
Test Details
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DIME Sample ID: 2024-01-15-25
DIME Test ID: 2024-01-15-25-3
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: 2024-01-31
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: IGNACIO ARECHIGA
Date of test: 01/15/2024
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 91 % | ||||||
| 58 % | ||||||
| 34 % | ||||||
| 14 % | ||||||
| 4 % | ||||||
| 1 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/31/2024 ✔