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 | Bid Item | 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 2.7 grams | 99.4 % | |||||
| 12.1 grams | 96.6 % | |||||
| 1.0 grams | 96.3 % | |||||
| 0.0 grams | 96.3 % | |||||
| 0.0 grams | 96.3 % | |||||
| 0.0 grams | 96.3 % | |||||
| 0.0 grams | 96.3 % | |||||
| 0.0 grams | 96.3 % | |||||
| 315.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2016 ✔