Summary for Test 2025-06-25-76-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215734 DEA: 024H0104 EFIS: 0218000068 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-78.3/90.3 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE AC SURFACING, PLACE HMA AND THERMOPLASTIC TRAFFIC STRIPING. |
| Location Description | PLUMAS COUNTY NEAR PORTOLA FROM 0.4 MILE WEST OF BIG GRIZZLY CREEK BRIDGE TO 0.8 MILE WEST OF SUMMIT SCHOOL DRIVE |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 06/25/2025 | Sample Unique Key | 76 |
|---|---|---|---|
| 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 | 06/27/2025 |
| Sample type | Preliminary | A brief description of the sample | Native Subgrade |
| The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Riley | Last name of sampler or witnessed by | Melvin |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79927 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction | Transportation Laboratory (TL) Number | 972013 |
| 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 | Sta.305-307, Roadway | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-06-25-76
DIME Test ID: 2025-06-25-76-1
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: 2025-07-17
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: 07/17/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 13080 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 92.0 grams | 99 % | |||||
| 444.0 grams | 97 % | |||||
| 613.0 grams | 95 % | |||||
| 972.0 grams | 93 % | |||||
| 1242.0 grams | 91 % | |||||
| 2072.0 grams | 84 % | |||||
| 490.9 grams | ||||||
| 37.1 grams | 78 % | |||||
| 71.2 grams | 72 % | |||||
| 118.9 grams | 64 % | |||||
| 192.3 grams | 51 % | |||||
| 292.8 grams | 34 % | |||||
| 351.3 grams | 23.9 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/17/2025 ✔