Summary for Test 2022-01-20-52-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215734 DEA: 024H0104 EFIS: 0218000068 |
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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 | 52 |
---|---|---|---|
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 | 1 bag of Soil |
The quantity of what the sample constitutes | 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 | D78994 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 824595 |
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-70-82.65-South ditch-0.5 to 15 ft depth | |
Where the material sample would have been placed if not sampled | In situ |
Test Details
DIME Sample ID: 2022-01-20-52
DIME Test ID: 2022-01-20-52-1
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: 2022-02-22
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 Rios Dorado
Date of test: 01/24/2022
Individual Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
51 grams | 100 % | |||||
0 grams | 100 % | |||||
88 grams | 98.8 % | |||||
59 grams | 98 % | |||||
304 grams | 96 % | |||||
44.4 grams | 87 % | |||||
84.5 grams | 71 % | |||||
105.9 grams | 50 % | |||||
90.7 grams | 33 % | |||||
65.3 grams | 20 % | |||||
37.3 grams | 13.1 % | |||||
67.5 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/22/2022 ✔