Summary for Test 2017-03-24-5-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 211560 DEA: 022H7404 EFIS: 0216000169 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-23.3, 23.30 |
| Award Date | 06/30/2016 |
| Closeout Date | 01/02/2019 |
| Work Description | Slide repair, catchment basin |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 03/31/2017) |
Sample Information
| Sample Taken Date | 03/24/2017 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/10/2017 | Sample type | Quality Control |
| A brief description of the sample | Native 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 | d |
| Last name of sampler or witnessed by | Hickey | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | 17soil-0076 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Corral Botton Transfer Station |
| Transportation Laboratory (TL) Number | c897935 | 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 | surface soil |
| Where the material sample would have been placed if not sampled | 0 to 1 ft |
Test Details
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DIME Sample ID: 2017-03-24-5
DIME Test ID: 2017-03-24-5-1
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: 2017-04-19
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
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: 04/12/2017
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 11372 grams | ||||||
| 202.0 grams | 98 % | |||||
| 66.0 grams | 98 % | |||||
| 88.0 grams | 97 % | |||||
| 177.0 grams | 95 % | |||||
| 208.0 grams | 93 % | |||||
| 933.0 grams | 85 % | |||||
| 0.0 grams | 85 % | |||||
| 9698.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/12/2017 ✔