Summary for Test 2021-03-24-28-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215757 DEA: 021J5704 EFIS: 0220000106 |
---|---|
DIST-CO-RTE-PM | 02-LAS-44-6.5/7.1 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Poison Lake Curve Improvement |
Location Description | Not set |
QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
Sample Taken Date | 03/24/2021 | 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 | 03/24/2021 |
Sample type | Preliminary | A brief description of the sample | Silty Sand with Gravel, (SM)g |
The quantity of what the sample constitutes | Structural Section Recomendation | From where was the sample collected | Source |
First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Steiner |
Title of sampler | AAME | Telephone number of sampler | |
Laboratory sample identification | D78754 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 824582 |
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-LAS-44-6.5 at Shoulder Embankment, 6 - 12 inch depth | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2021-03-24-28
DIME Test ID: 2021-03-24-28-1
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: 2021-05-17
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: Colt Sweeny
Date of test: 03/26/2021
Individual Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
546 grams | 94 % | |||||
453 grams | 90 % | |||||
700 grams | 82.8 % | |||||
421 grams | 79 % | |||||
839 grams | 70 % | |||||
25.8 grams | 66 % | |||||
24.2 grams | 63 % | |||||
21.6 grams | 60 % | |||||
46.5 grams | 53 % | |||||
117.1 grams | 37 % | |||||
98.5 grams | 22.5 % | |||||
157.7 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/17/2021 ✔