Summary for Test 2025-10-08-68-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1001797 DEA: 021K4704 EFIS: 0224000113 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-13.4/13.9 |
| Award Date | 04/10/2029 |
| Closeout Date | Not set |
| Work Description | Butler Taft Safety - Extend existing TWLTL |
| Location Description | In Tehama County near Los Molinos form 0.1 Mile South of Butler Street to 0.3 Mile North of Taft Street |
| QA Service Level | 1 (Verified on 10/28/2025) |
Sample Information
| Sample Taken Date | 10/08/2025 | Sample Unique Key | 68 |
|---|---|---|---|
| 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 | 10/09/2025 |
| Sample type | Preliminary | A brief description of the sample | 2 Bags of Sand Silt 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 | D80080 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | District 2 Lab | Transportation Laboratory (TL) Number | 897621 |
| 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-TEH-99 PM 13.8 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-10-08-68
DIME Test ID: 2025-10-08-68-1
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: 2025-10-29
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: 10/15/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 13471 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 145.0 grams | 99 % | |||||
| 543.0 grams | 96 % | |||||
| 781.0 grams | 94 % | |||||
| 1192.0 grams | 91 % | |||||
| 1392.0 grams | 90 % | |||||
| 1736.0 grams | 87 % | |||||
| 492.1 grams | ||||||
| 8.7 grams | 85 % | |||||
| 16.9 grams | 84 % | |||||
| 30.6 grams | 82 % | |||||
| 52.3 grams | 78 % | |||||
| 89.5 grams | 71 % | |||||
| 134.1 grams | 63.3 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/29/2025 ✔