Summary for Test 2023-04-05-36-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994666 DEA: 020J5304 EFIS: 0219000133 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-8.3/15 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Pavement Preservation in Trinity Co. near Burnt Ranch from 0.5 mile East of Gray Creek Road to 1.0 mile East of Trinity River Bridge #05-0006. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 04/05/2023 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 04/05/2023 |
| 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 | D79203 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 895801 |
| 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-TRI-299-11.53, 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: 2023-04-05-36
DIME Test ID: 2023-04-05-36-1
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: 2023-05-09
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 04/07/2023
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 14306 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 182.0 grams | 99 % | |||||
| 668.0 grams | 94 % | |||||
| 505.0 grams | 91 % | |||||
| 853.0 grams | 85 % | |||||
| 549.0 grams | 81 % | |||||
| 1542.0 grams | 70 % | |||||
| 465.7 grams | ||||||
| 67.4 grams | 60 % | |||||
| 57.5 grams | 51 % | |||||
| 57.0 grams | 43 % | |||||
| 63.2 grams | 33 % | |||||
| 61.1 grams | 24 % | |||||
| 39.8 grams | 18 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/9/2023 ✔