Summary for Test 2024-02-16-46-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 212470 DEA: 044A1304 EFIS: 0400001106 COOP: 042718 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-101-18.5/18.5 |
| Award Date | 11/17/2023 |
| Closeout Date | Not set |
| Work Description | CONSISTS OF MODIFICATION AND RECONSTRUCTION OF THE EXISTING US 101/HEARN AVENUE INTERCHANGE IN SONOMA COUNTY, INCLUDING REPLACING THE EXISTING TWO-LANE HEARN AVENUE OVERCROSSING WITH A NEW OVERCROSSING, AND MODIFYING THE SOUTHBOUND OFF-RAMP IN CITY |
| Location Description | IN SONOMA COUNTY. |
| QA Service Level | 1 (Verified on 09/23/2019) |
Sample Information
| Sample Taken Date | 02/16/2024 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 02/16/2024 |
| Sample type | Acceptance | A brief description of the sample | Class 2 virgin |
| The quantity of what the sample constitutes | 4 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Valdez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Pet-24-044 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Canyon Rock - Forestville | 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) | 91-49-0004 |
|---|---|---|---|
| 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 | Stockpile Sample | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-02-16-46
DIME Test ID: 2024-02-16-46-1
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-09-03
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: Measured
Tester's full name: Anthony Valdez
Date of test: 02/16/2024
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 12810 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1670.0 grams | 87 % | |||||
| 5400.0 grams | 58 % | |||||
| 6940.0 grams | 46 % | |||||
| 9210.0 grams | 28 % | |||||
| 510 grams | ||||||
| 234.0 grams | 15 % | |||||
| 321.0 grams | 10 % | |||||
| 361.0 grams | 8 % | |||||
| 387.0 grams | 7 % | |||||
| 408.0 grams | 6 % | |||||
| 426.3 grams | 5 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/3/2024 ✔