Summary for Test 2023-03-03-49-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 994629 DEA: 020J5404 EFIS: 0219000134 |
---|---|
DIST-CO-RTE-PM | 02--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
Sample Taken Date | 03/03/2023 | Sample Unique Key | 49 |
---|---|---|---|
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 | 03/03/2023 |
Sample type | Preliminary | A brief description of the sample | Soil for structural section recommendation |
The quantity of what the sample constitutes | Structural Section Recomendation | 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 | D79199 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 897774 |
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-SIS-3-53.6 to 54.07 .5-2 ft below OG 30 ft Left of CL | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-03-03-49
DIME Test ID: 2023-03-03-49-1
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: 2023-04-06
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: Dennis Hickey
Date of test: 03/10/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
8354 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
125 grams | 99 % | |||||
339 grams | 96 % | |||||
521 grams | 94 % | |||||
650 grams | 92 % | |||||
1183 grams | 86 % | |||||
440.2 grams | ||||||
31.3 grams | 80 % | |||||
59.8 grams | 74 % | |||||
87 grams | 69 % | |||||
115.3 grams | 63 % | |||||
146.1 grams | 57 % | |||||
173.1 grams | 52 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/6/2023 ✔