Summary for Test 2020-02-03-10-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214681 DEA: 021H5104 EFIS: 0216000148 |
---|---|
DIST-CO-RTE-PM | 02-TEH-99-9.0/9.3 |
Award Date | 11/04/2021 |
Closeout Date | 08/14/2023 |
Work Description | CHAMPLIN SLOUGH |
Location Description | REPLACE BRIDGE IN TEHAMA COUNTY NEAR LOS MOLINOS FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF CHAMPLIN SLOUGH |
QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
Sample Taken Date | 02/03/2020 | Sample Unique Key | 10 |
---|---|---|---|
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 | 02/04/2020 |
Sample type | Preliminary | A brief description of the sample | Soil |
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 | Brian | Last name of sampler or witnessed by | Steiner |
Title of sampler | AAME | Telephone number of sampler | |
Laboratory sample identification | D78326 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 824578 |
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 | Unknown |
---|---|---|---|
The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | 02-TEH-99-9.25, Embankment, 0.5 - 1.0 foot Depth |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2020-02-03-10
DIME Test ID: 2020-02-03-10-1
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: 2020-02-19
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 02/05/2020
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
583 grams | 95 % | |||||
1054 grams | 90 % | |||||
2080 grams | 81 % | |||||
2627 grams | 76 % | |||||
3905 grams | 64 % | |||||
66.3 grams | 55 % | |||||
113.2 grams | 49 % | |||||
149.9 grams | 44 % | |||||
182.9 grams | 40 % | |||||
205.4 grams | 37 % | |||||
222 grams | 34 % | |||||
478.5 grams |
General comments (publicly viewable) (Max 1000 characters): End result is correct. Fields are poorly named. It is not clear which values are desired in some fields.
Test was verified on 2/19/2020 ✔