Summary for Test 2022-01-25-39-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215704 DEA: 020J9104 EFIS: 0219000174 |
---|---|
DIST-CO-RTE-PM | 02-LAS,MOD,SHA-89,139,299-VAR |
Award Date | 06/03/2021 |
Closeout Date | 08/08/2022 |
Work Description | REPAIR UNSOUND CONCRETE, POLYESTER CONCRETE OVERLAYS, JOINT SEALS. |
Location Description | LASSEN, MODOC, AND SHASTA COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 05/03/2021) |
Sample Information
Sample Taken Date | 01/25/2022 | Sample Unique Key | 39 |
---|---|---|---|
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 | 01/26/2022 |
Sample type | Acceptance | A brief description of the sample | Basement Soil |
The quantity of what the sample constitutes | Basement Soil | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jordan | Last name of sampler or witnessed by | Wimer |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | D78998 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | N/A | 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 | |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | 02-LAS-299-11.88 from Embankment, 30 ft off CL, 2 to 3 ft depth | |
Where the material sample would have been placed if not sampled | In situ |
Test Details
DIME Sample ID: 2022-01-25-39
DIME Test ID: 2022-01-25-39-1
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: 2022-02-15
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: 01/31/2022
Individual Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
116 grams | 99 % | |||||
364 grams | 97 % | |||||
243 grams | 96 % | |||||
645 grams | 91.6 % | |||||
536 grams | 88 % | |||||
1759 grams | 78 % | |||||
69 grams | 67 % | |||||
68.9 grams | 56 % | |||||
72 grams | 44 % | |||||
91.2 grams | 29 % | |||||
66.3 grams | 19 % | |||||
28.7 grams | 13.9 % | |||||
86.2 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/15/2022 ✔