Summary for Test 2025-08-22-48-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000279 DEA: 023H70U4 EFIS: 0223000161 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-15.0/25.7 |
| Award Date | 08/09/2024 |
| Closeout Date | Not set |
| Work Description | RHMA-G, HMA (TYPE A), COLD PLANE AC, & SOLDIER PILE RETAINING WALL. |
| Location Description | TRINITY COUNTY NEAR DEL LOMA FROM 1.0 MILE EAST OF TRINITY RIVER BRIDGE NO.05-0006 TO 0.1 MILE WEST OF PRAIRIE CREEK ROAD |
| QA Service Level | 1 (Verified on 04/30/2024) |
Sample Information
| Sample Taken Date | 08/22/2025 | Sample Unique Key | 48 |
|---|---|---|---|
| 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 | 08/26/2025 |
| Sample type | Acceptance | A brief description of the sample | Shoulder Backing |
| The quantity of what the sample constitutes | Not Provided | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Miguel | Last name of sampler or witnessed by | Not provided |
| Title of sampler | Inspector | Telephone number of sampler | |
| Laboratory sample identification | D80019 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eagle Rock Inc, Junction City | Transportation Laboratory (TL) Number | 866073 |
| 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) | 91-53-0007 |
|---|---|---|---|
| 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 | Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-08-22-48
DIME Test ID: 2025-08-22-48-1
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: 2025-09-15
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: 09/15/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 10479 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 415.0 grams | 96 % | |||||
| 1050.0 grams | 90 % | |||||
| 2002.0 grams | 81 % | |||||
| 2599.0 grams | 75 % | |||||
| 3966.0 grams | 62 % | |||||
| 520.8 grams | ||||||
| 97.0 grams | 50 % | |||||
| 179.7 grams | 41 % | |||||
| 249.8 grams | 32 % | |||||
| 308.2 grams | 25 % | |||||
| 360.7 grams | 19 % | |||||
| 399.9 grams | 14.4 % | |||||
General comments (publicly viewable) (Max 1000 characters): PNo4=62% Passing, Spec=35%-60%
Test was verified on 9/15/2025 ✔