Summary for Test 2026-05-29-49-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1001306 DEA: 023H7704 EFIS: 0218000039 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-0.0/12.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | VINA REHAB: PLACE HMA, INSTALL CULVERTS, AND INSTALL GUARDRAIL. |
| Location Description | TEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM BUTTE COUNTY LINE TO LOS MOLINOS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/12/2025) |
Sample Information
| Sample Taken Date | 05/29/2026 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 05/29/2026 |
| Sample type | Acceptance | A brief description of the sample | 1 Bag Subgrade |
| The quantity of what the sample constitutes | Subgrade | From where was the sample collected | Source |
| First name of sampler or witnessed by | Chris | Last name of sampler or witnessed by | Lee |
| Title of sampler | JET | Telephone number of sampler | |
| Laboratory sample identification | D80212 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | DeSilva Gates Aggregates | Transportation Laboratory (TL) Number | 681710 |
| 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, st.150+00, PM. 2.84 | |
| Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2026-05-29-49
DIME Test ID: 2026-05-29-49-1
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: 2026-06-11
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: 06/02/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 17231 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 113.0 grams | 99 % | |||||
| 876.0 grams | 95 % | |||||
| 1843.0 grams | 89 % | |||||
| 3285.0 grams | 81 % | |||||
| 4316.0 grams | 75 % | |||||
| 6472.0 grams | 62 % | |||||
| 505.3 grams | ||||||
| 61.2 grams | 54 % | |||||
| 113.3 grams | 48 % | |||||
| 181.7 grams | 40 % | |||||
| 259.8 grams | 30 % | |||||
| 318.8 grams | 23 % | |||||
| 353.3 grams | 18.7 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/11/2026 ✔
