Summary for Test 2026-02-12-28-1
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 | 02/12/2026 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 02/13/2026 |
| Sample type | Preliminary | A brief description of the sample | 2 bags of Soil (Gravel with Sand) |
| The quantity of what the sample constitutes | Gravel Filter Recommendation at 02-Tri-299-10.34 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Josh and Josh | Last name of sampler or witnessed by | Ferency and Murphy |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D80143 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | |
| 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 | Future RSP outlet location at 02-Tri-299-10.43 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-02-12-28
DIME Test ID: 2026-02-12-28-1
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: 2026-02-19
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: 02/19/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 21570 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 315.0 grams | 99 % | |||||
| 939.0 grams | 96 % | |||||
| 2013.0 grams | 91 % | |||||
| 3104.0 grams | 86 % | |||||
| 5171.0 grams | 76 % | |||||
| 6655.0 grams | 69 % | |||||
| 10635.0 grams | 51 % | |||||
| 481.3 grams | ||||||
| 187.2 grams | 31 % | |||||
| 334.5 grams | 16 % | |||||
| 415.9 grams | 7 % | |||||
| 448.2 grams | 4 % | |||||
| 461.2 grams | 2 % | |||||
| 467.7 grams | 1.4 % | |||||
General comments (publicly viewable) (Max 1000 characters): D₈₅=18.5mm,
D₅₀=4.65mm,
D₁₅=1.15mm
Test was verified on 2/19/2026 ✔