Summary for Test 2019-10-17-19-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214821 DEA: 120H1504 EFIS: 1216000055 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-1-4.9/5.5,10.5/14.1 |
| Award Date | 09/11/2020 |
| Closeout Date | 07/03/2024 |
| Work Description | Cold plane AC, RHMA-G paving, and curb ramp reconstruction |
| Location Description | ORANGE COUNTY IN LAGUNA BEACH AND NEWPORT BEACH FROM 0.2 MILE SOUTH OF VISTA DEL SOL TO 7TH AVENUE AND FROM LEDROIT STREET TO NEWPORT COAST DRIVE |
| QA Service Level | 1 (Verified on 10/26/2020) |
Sample Information
| Sample Taken Date | 10/17/2019 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/29/2019 | Sample type | Preliminary |
| A brief description of the sample | SUBGRADE DEPTH 3'-4' | 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 | MENDEZ | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 8780 | |
| Linked DIME Sample ID | 2019-10-17-19 | The fabricator/manufacturer/facility name | Native Material |
| Transportation Laboratory (TL) Number | C936702 | Inspector Lot Number from the Transportation Laboratory (TL) Form | SR 01 PCH MB-32 |
| 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 | AGURING |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
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DIME Sample ID: 2019-10-17-19
DIME Test ID: 2019-10-17-19-1
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: 2020-04-01
Test Results
What size aggregate is being tested?: Combined Gradation
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: FRIDAY OFOEGBU
Date of test: 11/05/2019
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 97 % | ||||||
| 86 % | ||||||
| 78 % | ||||||
| 59 % | ||||||
| 47 % | ||||||
| 38 % | ||||||
| 28 % | ||||||
| 19 % | ||||||
| 12 % | ||||||
| 8.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/1/2020 ✔