Summary for Test 2021-07-27-28-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 212245 DEA: 024F8604 EFIS: 0213000043 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-36-26.7/27.1 |
| Award Date | 11/02/2018 |
| Closeout Date | 05/23/2022 |
| Work Description | ROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION |
| Location Description | TRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3 |
| QA Service Level | 1 (Verified on 03/21/2017) |
Sample Information
| Sample Taken Date | 07/27/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 07/27/2021 |
| Sample type | Acceptance | A brief description of the sample | Engineered Streambed Material |
| The quantity of what the sample constitutes | Streambed restoration | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | C. | Last name of sampler or witnessed by | Ray |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D78914 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Steelhead Construction Junction City Quarry | Transportation Laboratory (TL) Number | 036777 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | Junction City Quarry |
| Where the material sample would have been placed if not sampled | 02 tri 36 pm 27 5 |
Test Details
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DIME Sample ID: 2021-07-27-28
DIME Test ID: 2021-07-27-28-1
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: 2021-08-16
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 08/06/2021
| Individual Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 16559 grams | 27 % | |||||
| 5704 grams | 2 % | |||||
| 287 grams | 0.8 % | |||||
| 16 grams | 1 % | |||||
| 24 grams | 1 % | |||||
| 11 grams | 1 % | |||||
| 7.1 grams | 1 % | |||||
| 7.3 grams | 1 % | |||||
| 10.1 grams | 1 % | |||||
| 16.7 grams | 1 % | |||||
| 20.5 grams | 0.5 % | |||||
| 70.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/16/2021 ✔