Summary for Test 2023-05-23-81-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994932 DEA: 020J7104 EFIS: 0219000152 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-57.5/59 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | SHOPP - SAFETY IMPROVEMENTS |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 05/23/2023 | Sample Unique Key | 81 |
|---|---|---|---|
| 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 | 05/23/2023 |
| Sample type | Preliminary | A brief description of the sample | Soil for structural section recommendation |
| The quantity of what the sample constitutes | Structural Section Recommendation | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Steiner |
| Title of sampler | AAME | Telephone number of sampler | |
| Laboratory sample identification | D79245 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 847463 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
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 | 02-SHA-299-58.0, Rt shoulder slope, 0.5-1.5 feet | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-05-23-81
DIME Test ID: 2023-05-23-81-1
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: 2023-06-30
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: Josh Murphy
Date of test: 06/02/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 11333.9 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 198.0 grams | 98 % | |||||
| 198.0 grams | 98 % | |||||
| 228.0 grams | 98 % | |||||
| 240.0 grams | 98 % | |||||
| 243.0 grams | 98 % | |||||
| 280.0 grams | 98 % | |||||
| 475.5 grams | ||||||
| 1.5 grams | 98 % | |||||
| 4.0 grams | 97 % | |||||
| 9.6 grams | 96 % | |||||
| 116.9 grams | 74 % | |||||
| 244.8 grams | 48 % | |||||
| 292.6 grams | 38 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/30/2023 ✔