Summary for Test 2022-08-30-83-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
| Award Date | 08/04/2022 |
| Closeout Date | 09/30/2025 |
| Work Description | Roadway Rehabilitation |
| Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 08/30/2022 | Sample Unique Key | 83 |
|---|---|---|---|
| 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 | 08/31/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 2 bags of 3/4-inch Maximum Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 500 – 2000 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Trina | Last name of sampler or witnessed by | Wiliams |
| Title of sampler | ARE | Telephone number of sampler | |
| Laboratory sample identification | D79148 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Custom Crushing | Transportation Laboratory (TL) Number | 891186 |
| 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) | Custom Crushing |
|---|---|---|---|
| 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 | Windrow, after blade passed | |
| 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 | Not set |
Test Details
DIME Sample ID: 2022-08-30-83
DIME Test ID: 2022-08-30-83-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-09-22
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Khue Yang and Arthur Mills
Date of test: 09/12/2022
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 440.0 grams | 98 % | |||||
| 3352.0 grams | 79.9 % | |||||
| 2030.0 grams | 69 % | |||||
| 3441.0 grams | 51 % | |||||
| 120.2 grams | 38 % | |||||
| 75.4 grams | 30 % | |||||
| 56.7 grams | 24 % | |||||
| 52.5 grams | 18 % | |||||
| 48.0 grams | 13 % | |||||
| 33.5 grams | 9.6 % | |||||
| 89.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Fine on the № 200 sieve.
Test was verified on 9/22/2022 ✔
