Summary for Test 2021-10-07-82-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993331 DEA: 023H6904 EFIS: 0218000010 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-30/R42.1 |
| Award Date | 11/21/2024 |
| Closeout Date | Not set |
| Work Description | ALMANOR WEST REHAB - ROADWAY REHABILITATION |
| Location Description | IN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36. |
| QA Service Level | 1 (Verified on 10/14/2021) |
Sample Information
| Sample Taken Date | 10/07/2021 | Sample Unique Key | 82 |
|---|---|---|---|
| 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 | 10/07/2021 |
| Sample type | Preliminary | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 2 bags for structural section recommendation | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dan | Last name of sampler or witnessed by | Curran |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | D78951 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 897765 |
| 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 | 02-PLU-89-38.2-50ft LT of CL | |
| Where the material sample would have been placed if not sampled | 02 PLU 89 |
Test Details
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DIME Sample ID: 2021-10-07-82
DIME Test ID: 2021-10-07-82-1
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: 2021-11-16
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: 10/16/2021
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 193.0 grams | 99 % | |||||
| 470.0 grams | 96 % | |||||
| 257.0 grams | 94 % | |||||
| 448.0 grams | 90.9 % | |||||
| 283.0 grams | 89 % | |||||
| 1430.0 grams | 80 % | |||||
| 38.5 grams | 74 % | |||||
| 36.8 grams | 68 % | |||||
| 45.8 grams | 60 % | |||||
| 79.7 grams | 47 % | |||||
| 93.6 grams | 32 % | |||||
| 55.3 grams | 22.5 % | |||||
| 137.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/16/2021 ✔