Summary for Test 2025-06-16-61-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-12.9/20.0,20.6/21.0 |
| Award Date | 12/20/2024 |
| Closeout Date | Not set |
| Work Description | HMA OVERLAY. |
| Location Description | PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE |
| QA Service Level | 1 (Verified on 09/24/2024) |
Sample Information
| Sample Taken Date | 06/16/2025 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 06/17/2025 |
| Sample type | Acceptance | A brief description of the sample | native backfill |
| The quantity of what the sample constitutes | 1 Bag | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dawn | Last name of sampler or witnessed by | Sloatermen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79905 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Undeclared | Transportation Laboratory (TL) Number | 857986 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | On Site |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | On Site | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-06-16-61
DIME Test ID: 2025-06-16-61-1
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: 2025-07-01
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: Colt Sweeny
Date of test: 06/30/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 13911 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 405.0 grams | 97 % | |||||
| 636.0 grams | 95 % | |||||
| 1348.0 grams | 90 % | |||||
| 1945.0 grams | 86 % | |||||
| 2656.0 grams | 81 % | |||||
| 3087.0 grams | 78 % | |||||
| 4078.0 grams | 71 % | |||||
| 488 grams | ||||||
| 59.7 grams | 62 % | |||||
| 110.4 grams | 55 % | |||||
| 157.2 grams | 48 % | |||||
| 201.5 grams | 42 % | |||||
| 247.4 grams | 35 % | |||||
| 287.1 grams | 29 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/1/2025 ✔