Summary for Test 2026-09-02-97-5
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1002816 DEA: 022J7604 EFIS: 0221000132 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-5/11 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Hayfork Pavement |
| Location Description | Pavement Preservation (CAPM) in Trinity County at and near Hayfork from 1.3 miles south of Morgan Hill Road to 1.2 miles north of Willow Avenue. |
| QA Service Level | 1 (Verified on 11/02/2026) |
Sample Information
| Sample Taken Date | 09/02/2026 | Sample Unique Key | 97 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/02/2026 | Sample type | Preliminary |
| A brief description of the sample | 2 bags of Soil | The quantity of what the sample constitutes | Existing Subgrade for Structural Section Recommendation |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Derek |
| Last name of sampler or witnessed by | Serna | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D80386 | |
| 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 | 02-Tri-3-6.0 Shoulder, 0.0-1.5' depth | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-09-02-97
DIME Test ID: 2026-09-02-97-5
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: 2026-11-03
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: 10/22/2026
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing |
|---|---|---|
| 16942 grams | ||
| 0.0 grams | 100 % | |
| 0.0 grams | 100 % | |
| 0.0 grams | 100 % | |
| 0.0 grams | 100 % | |
| 645.0 grams | 96 % | |
| 717.0 grams | 92 % | |
| 1057.0 grams | 86 % | |
| 747.0 grams | 81 % | |
| 2288.0 grams | 68 % | |
| 515.2 grams | ||
| 76.3 grams | 58 % | |
| 59.6 grams | 50 % | |
| 45.3 grams | 44 % | |
| 41.9 grams | 39 % | |
| 40.9 grams | 33 % | |
| 34.2 grams | 29 % | |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/3/2026 ✔