Summary for Test 2019-06-27-31-7
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214342 DEA: 081F9904 EFIS: 0815000095 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-40.1/40.5 |
| Award Date | 06/15/2020 |
| Closeout Date | 08/02/2021 |
| Work Description | LENGTHEN ACCELERATION LANE |
| Location Description | VICTORVILLE FROM 0.5 MILE TO 0.1 MILE SOUTH OF PALMDALE ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 10/06/2020) |
Sample Information
| Sample Taken Date | 06/27/2019 | Sample Unique Key | 31 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/15/2019 | Sample type | Informational |
| A brief description of the sample | 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 | Jose |
| Last name of sampler or witnessed by | Guzman | Title of sampler | MREA |
| Telephone number of sampler | 909-829-6292 | Laboratory sample identification | 8647 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Caltrans | |
| Transportation Laboratory (TL) Number | 8647 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| 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 | A-19-002 |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
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DIME Sample ID: 2019-06-27-31
DIME Test ID: 2019-06-27-31-7
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-09-16
Test Results
What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Jose Guzman
Date of test: 07/19/2019
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 97 % | ||||||
| 93 % | ||||||
| 86 % | ||||||
| 71 % | ||||||
| 51 % | ||||||
| 32 % | ||||||
| 20 % | ||||||
| 16 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2019 ✔