Summary for Test 2022-01-20-54-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215734 DEA: 024H0104 EFIS: 0218000068 |
---|---|
DIST-CO-RTE-PM | 02-PLU-70-78.3/90.3 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
Sample Taken Date | 01/20/2022 | Sample Unique Key | 54 |
---|---|---|---|
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 | 01/21/2022 |
Sample type | Preliminary | A brief description of the sample | Soil |
The quantity of what the sample constitutes | 1 bag representing 0.5 mile of drainage ditch | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Darrell | Last name of sampler or witnessed by | Valasek |
Title of sampler | MREA | Telephone number of sampler | |
Laboratory sample identification | D78997 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 824598 |
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 | |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | 02-PLU-70-84.15, South ditch, 0.5 to 1.5 ft depth | |
Where the material sample would have been placed if not sampled | In situ |
Test Details
DIME Sample ID: 2022-01-20-54
DIME Test ID: 2022-01-20-54-1
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: 2022-02-28
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: Darrell Valasek
Date of test: 01/28/2022
Individual Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
232 grams | 99 % | |||||
171 grams | 98 % | |||||
215 grams | 96 % | |||||
418 grams | 94 % | |||||
223 grams | 93 % | |||||
622 grams | 89 % | |||||
50.8 grams | 80 % | |||||
90 grams | 64 % | |||||
106.5 grams | 45 % | |||||
92 grams | 29 % | |||||
68.7 grams | 17 % | |||||
38.5 grams | 10.2 % | |||||
58 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/28/2022 ✔