Summary for Test 2023-05-30-56-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215240 DEA: 021H6804 EFIS: 0216000010 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5-39/41.9 |
| Award Date | 02/13/2023 |
| Closeout Date | Not set |
| Work Description | SB Cottonwood Scales |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
| Sample Taken Date | 05/30/2023 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 05/31/2023 |
| Sample type | Acceptance | A brief description of the sample | Structure Backfill |
| The quantity of what the sample constitutes | 3000 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79254 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 857932 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Stockpile | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-05-30-56
DIME Test ID: 2023-05-30-56-1
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: 2023-07-20
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: Colt Sweeny
Date of test: 06/02/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 13060 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 339 grams | 97 % | |||||
| 2846 grams | 78 % | |||||
| 4476 grams | 66 % | |||||
| 7257 grams | 44 % | |||||
| 475.3 grams | ||||||
| 137 grams | 31 % | |||||
| 233 grams | 22 % | |||||
| 302.1 grams | 16 % | |||||
| 355.3 grams | 11 % | |||||
| 392.9 grams | 8 % | |||||
| 414.4 grams | 6 % | |||||
General comments (publicly viewable) (Max 1000 characters): P3″=100.%,
P№4=44%,
P№30=16%,
P№50=11%,
P№200=6%
Test was verified on 7/20/2023 ✔