Summary for Test 2022-06-03-32-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-R36.9/47.7 |
| Award Date | 01/16/2019 |
| Closeout Date | 01/11/2024 |
| Work Description | CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER |
| Location Description | MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE |
| QA Service Level | 1 (Verified on 10/11/2018) |
Sample Information
| Sample Taken Date | 06/03/2022 | Sample Unique Key | 32 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 06/03/2022 |
| Sample type | Quality Assurance | A brief description of the sample | CL1ASB |
| The quantity of what the sample constitutes | 1 days production | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | michael | Last name of sampler or witnessed by | Savage |
| Title of sampler | Transportation Engineering Technician | Telephone number of sampler | 8053190863 |
| Laboratory sample identification | 220603-1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | OHL | Transportation Laboratory (TL) Number | |
| 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 | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Roadway | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-06-03-32
DIME Test ID: 2022-06-03-32-1
Testing Lab: CT D05 - Paso Robles Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-06-24
Test Results
What size aggregate is being tested?: 1.5 in. x 0.75 in. - Coarse 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: Mike Savage
Date of test: 06/03/2022
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 97 % | ||||||
| % | ||||||
| % | ||||||
General comments (publicly viewable) (Max 1000 characters): 3 Large oversize rocks measuring 3", 4", & 5.5".
Test was verified on 6/24/2022 ✔