Summary for Test 2026-01-20-46-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1001957 DEA: 021K7204 EFIS: 0224000158 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-273-5.2/14.5 |
| Award Date | 11/21/2028 |
| Closeout Date | Not set |
| Work Description | Brighter 273 Safety - Install lighting |
| Location Description | In Shasta County from 0.1 mile North of Anderson Creek bridge in Anderson to 0.1 North of Buenaventura Boulevard in Redding 6/17/24 JC |
| QA Service Level | 1 (Verified on 02/17/2026) |
Sample Information
| Sample Taken Date | 01/20/2026 | Sample Unique Key | 46 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/21/2026 | Sample type | Preliminary |
| A brief description of the sample | 2 Bags Rock and Soil | The quantity of what the sample constitutes | Structural Section Recommendation |
| From where was the sample collected | Source | First name of sampler or witnessed by | Derek |
| Last name of sampler or witnessed by | Serna | Title of sampler | MREA |
| Telephone number of sampler | Laboratory sample identification | D80134 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | District 2 Lab | |
| 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 | Shoulder Slope near PM 10.0 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-01-20-46
DIME Test ID: 2026-01-20-46-1
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: 2026-02-18
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: 02/09/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 13004 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 227.0 grams | 98 % | |||||
| 976.0 grams | 92 % | |||||
| 2052.0 grams | 84 % | |||||
| 3038.0 grams | 77 % | |||||
| 4479.0 grams | 66 % | |||||
| 5101.0 grams | 61 % | |||||
| 6508.0 grams | 50 % | |||||
| 507.4 grams | ||||||
| 97.2 grams | 40 % | |||||
| 172.8 grams | 33 % | |||||
| 238.6 grams | 26 % | |||||
| 294.5 grams | 21 % | |||||
| 339.6 grams | 17 % | |||||
| 377.0 grams | 12.8 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/18/2026 ✔