Summary for Test 2026-04-01-42-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1002031 DEA: 024K0504 EFIS: 0226000137 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-89-29.2/29.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Excavate and replace unstable subgrade, install geotextile fabric, and reconstruct the structural pavement section. |
| Location Description | IN SHASTA COUNTY ABOUT 7 MILES NORTH OF FOUR CORNERS FROM LAKE BRITTON BRIDGE TO 0.2 MILE NORTH OF LAKE BRITTON BRIDGE. |
| QA Service Level | 1 (Verified on 04/10/2026) |
Sample Information
| Sample Taken Date | 04/01/2026 | Sample Unique Key | 42 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/01/2026 | Sample type | Acceptance |
| A brief description of the sample | 5 bags of 3/4-inch Maximum Class 2 Aggregate Base | The quantity of what the sample constitutes | 2000 cy |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D80176 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shaw Pit | |
| Transportation Laboratory (TL) Number | 824080 | 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) | 91-25-0008::Shaw Pit (Lookout, CA) |
|---|---|---|---|
| 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 | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-04-01-42
DIME Test ID: 2026-04-01-42-1
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: 2026-04-07
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: 04/07/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 14790.7 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 187.0 grams | 99 % | |||||
| 4936.0 grams | 67 % | |||||
| 7463.0 grams | 50 % | |||||
| 10726.0 grams | 27 % | |||||
| 501.2 grams | ||||||
| 160.8 grams | 18 % | |||||
| 242.8 grams | 14 % | |||||
| 291.1 grams | 11 % | |||||
| 322.5 grams | 10 % | |||||
| 349.1 grams | 8 % | |||||
| 373.8 grams | 6.9 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2026 ✔