Summary for Test 2023-03-30-61-2
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 993798 DEA: 09366801 EFIS: 0916000021 |
---|---|
DIST-CO-RTE-PM | 09-INY-395-117.3/117.9 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | MEADOW FARMS ADA |
Location Description | INYO COUNTY NEAR BISHOP FROM 0.1 MILE EAST OF SEE VEE LANE TO BARLOW LANE |
QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
Sample Taken Date | 03/30/2023 | Sample Unique Key | 61 |
---|---|---|---|
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 | 03/30/2023 |
Sample type | Preliminary | A brief description of the sample | Native Soil Sample 2' |
The quantity of what the sample constitutes | 1 Bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Cook |
Title of sampler | Civil TE | Telephone number of sampler | |
Laboratory sample identification | 2915 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans Right of Way | Transportation Laboratory (TL) Number | |
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 | Meadow Farms |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | HA-2 2 foot depth | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-03-30-61
DIME Test ID: 2023-03-30-61-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-04-13
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: Derek Carrington
Date of test: 04/13/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1372 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
142 grams | 90 % | |||||
217.5 grams | 84 % | |||||
269 grams | 80 % | |||||
295.1 grams | 78 % | |||||
379.1 grams | 72 % | |||||
365.4 grams | ||||||
40.2 grams | 64 % | |||||
77.1 grams | 57 % | |||||
109 grams | 51 % | |||||
145 grams | 43 % | |||||
206 grams | 31 % | |||||
281.5 grams | 17 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/13/2023 ✔