Summary for Test 2021-07-22-46-5
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 07/22/2021 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 07/22/2021 |
| Sample type | Informational | A brief description of the sample | RAP |
| The quantity of what the sample constitutes | 3 boxs | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | GARCO | Last name of sampler or witnessed by | GARCO |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Santa Clara Plant | 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 | Reclaimed Asphalt Pavement | RAP Source | Stevens Creek |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Static | Stockpile Size (tons) | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-07-22-46
DIME Test ID: 2021-07-22-46-5
Testing Lab: Granite Construction Company - Coastal
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-10-08
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: Gordon Pham
Date of test: 07/22/2021
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 78 % | ||||||
| 55 % | ||||||
| 41 % | ||||||
| 31 % | ||||||
| 21 % | ||||||
| 15 % | ||||||
| 10 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/8/2021 ✔