Summary for Test 2017-01-31-2-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 208852 DEA: 040A5344 EFIS: 0400021131 COOP: 042491 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80,80-R11.4/13.0 |
| Award Date | 03/19/2014 |
| Closeout Date | 10/12/2018 |
| Work Description | REALIGN I-680 TO CONNECT DIRECTLY WITH THE I-80/SR-12 INTERCHANGE. |
| Location Description | IN SOLANO COUNTY NEAR FAIRFIELD. |
| QA Service Level | 1 (Verified on 10/17/2013) |
Sample Information
| Sample Taken Date | 01/31/2017 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 02/01/2017 |
| Sample type | Quality Control | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Chris | Last name of sampler or witnessed by | Moulton |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 17SOIL-0006 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C839658 |
| 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 | 5 FT EAST OF RIGHT PILE |
| Where the material sample would have been placed if not sampled | 20_21 FT |
Test Details
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DIME Sample ID: 2017-01-31-2
DIME Test ID: 2017-01-31-2-1
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: 2017-02-15
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: Benjamin Lenz
Date of test: 02/02/2017
| 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 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 1 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 347 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/8/2017 ✔