Summary for Test 2016-06-10-19-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 209980 DEA: 01000004 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-42.4-43.9 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 12/05/2014) |
Sample Information
| Sample Taken Date | 06/10/2016 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 07/24/2016 |
| Sample type | Preliminary | A brief description of the sample | foundation soil |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ron | Last name of sampler or witnessed by | Richman |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 16soil-0267 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | c739586 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set |
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 | north abutment 25 to 26 ft deep |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
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DIME Sample ID: 2016-06-10-19
DIME Test ID: 2016-06-10-19-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2016-07-06
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: Benjamin Lenz
Date of test: 07/06/2016
| Individual Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 2.7 grams | 99.4 % | |||||
| 12.1 grams | 96.6 % | |||||
| 1 grams | 96.3 % | |||||
| 0 grams | 96.3 % | |||||
| 0 grams | 96.3 % | |||||
| 0 grams | 96.3 % | |||||
| 0 grams | 96.3 % | |||||
| 0 grams | 96.3 % | |||||
| 315.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2016 ✔