Summary for Test 2026-01-22-83-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1001957 DEA: 021K7204 EFIS: 0224000158 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-273-5.2/14.5 |
| Award Date | 11/21/2028 |
| Closeout Date | Not set |
| Work Description | Brighter 273 Safety - Install lighting |
| Location Description | In Shasta County from 0.1 mile North of Anderson Creek bridge in Anderson to 0.1 North of Buenaventura Boulevard in Redding 6/17/24 JC |
| QA Service Level | 1 (Verified on 02/17/2026) |
Sample Information
| Sample Taken Date | 01/22/2026 | Sample Unique Key | 83 |
|---|---|---|---|
| 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 | 01/27/2026 |
| Sample type | Preliminary | A brief description of the sample | 2 Bags of Rock and Soil |
| The quantity of what the sample constitutes | Structural Section Recommendation | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Serna |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | D80140 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | District 2 Lab | Transportation Laboratory (TL) Number | |
| 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 | Shoulder Slope near PM 9.0 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-01-22-83
DIME Test ID: 2026-01-22-83-1
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: 2026-03-10
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: 02/09/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 13654 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 707.0 grams | 95 % | |||||
| 1137.0 grams | 92 % | |||||
| 1839.0 grams | 87 % | |||||
| 2336.0 grams | 83 % | |||||
| 3350.0 grams | 75 % | |||||
| 486 grams | ||||||
| 45.4 grams | 68 % | |||||
| 96.2 grams | 60 % | |||||
| 150.5 grams | 52 % | |||||
| 210.6 grams | 43 % | |||||
| 273.7 grams | 33 % | |||||
| 322.0 grams | 25.3 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/10/2026 ✔