Summary for Test 2023-05-15-16-3
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993424 DEA: 04281204 EFIS: 0400000769 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-29,221-5.5/6.7,0.0/0.2 |
| Award Date | 03/21/2022 |
| Closeout Date | Not set |
| Work Description | HMA, RDWY EXCAVATION, STRUCTURAL CONC AND MODIFYING LIGHTING SYSTEMS. |
| Location Description | NAPA COUNTY NEAR NAPA ON ROUTE 29 FROM 0.7 MILE SOUTH TO 0.5 MILE NORTH OF ROUTE 221 AND ON ROUTE 221 FROM 0.2 MILE NORTH OF ROUTE 29 TO ROUTE 29 |
| QA Service Level | 1 (Verified on 12/08/2021) |
Sample Information
| Sample Taken Date | 05/15/2023 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 05/15/2023 |
| Sample type | Quality Assurance | A brief description of the sample | PCC 1x4 and Sand |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ignacio | Last name of sampler or witnessed by | Arechiga |
| Title of sampler | QA Inspector | Telephone number of sampler | 5102077252 |
| Laboratory sample identification | Linked DIME Sample ID | 2023-05-05-33 | |
| The fabricator/manufacturer/facility name | Shamrock Napa | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 21-0119 | |
| Structure name | bridge | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-57-0008 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 9796Hv/SL4201CG | The fabricator/manufacturer designation for the sample | 1X4 and sand |
| The plant number | A detailed description of where the material sample was collected | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | PCC 1x4 and sand |
Test Details
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DIME Sample ID: 2023-05-15-16
DIME Test ID: 2023-05-15-16-3
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: 2023-05-16
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: IGNACIO ARECHIGA
Date of test: 05/15/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 513 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 81.0 grams | 84 % | |||||
| 223.0 grams | 57 % | |||||
| 315.0 grams | 39 % | |||||
| 412.0 grams | 20 % | |||||
| 477.0 grams | 7 % | |||||
| 500.0 grams | 3 % | |||||
| 0.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/16/2023 ✔