Summary for Test 2025-08-13-78-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1001282 DEA: 022J8604 EFIS: 0221000142 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-61.75/61.75 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Sweetbrier Deck Replacement - Bridge Rehabilitation and Replacement |
| Location Description | In Shasta County near Castella at Sweetbrier Overcrossing Bridge #06-0115 |
| QA Service Level | 1 (Verified on 05/27/2025) |
Sample Information
| Sample Taken Date | 08/13/2025 | Sample Unique Key | 78 |
|---|---|---|---|
| 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 | 08/14/2025 |
| Sample type | Preliminary | A brief description of the sample | Sand, Silt, Rock and Soil |
| The quantity of what the sample constitutes | Not Provided | From where was the sample collected | Source |
| First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Steiner |
| Title of sampler | Assistant DME | Telephone number of sampler | |
| Laboratory sample identification | D80002 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Roadside | Transportation Laboratory (TL) Number | 858148 |
| 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 SHA 5 PM 61.75 at the NB Sweetbrier offramp | |
| Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2025-08-13-78
DIME Test ID: 2025-08-13-78-1
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: 2025-09-03
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: 09/03/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 15127 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 600.0 grams | 96 % | |||||
| 718.0 grams | 95 % | |||||
| 1554.0 grams | 90 % | |||||
| 2434.0 grams | 84 % | |||||
| 3537.0 grams | 77 % | |||||
| 4177.0 grams | 72 % | |||||
| 5555.0 grams | 63 % | |||||
| 492.4 grams | ||||||
| 60.0 grams | 55 % | |||||
| 115.1 grams | 48 % | |||||
| 162.9 grams | 42 % | |||||
| 207.0 grams | 37 % | |||||
| 250.8 grams | 31 % | |||||
| 290.7 grams | 25.8 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/3/2025 ✔
