Summary for Test 2020-03-03-23-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213942 DEA: 051F7004 EFIS: 0514000055 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-73.1/87.3 |
| Award Date | 05/14/2019 |
| Closeout Date | 08/23/2021 |
| Work Description | REPLACE CONCRETE PANEL AND RESURFACE HMA PAVEMENT. |
| Location Description | MONTEREY COUNTY NEAR CHUALAR FROM 0.5 MILE NORTH OF NORTH GONZALES OVERCROSSING TO EAST MARKET STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/10/2019) |
Sample Information
| Sample Taken Date | 03/03/2020 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 03/23/2020 |
| Sample type | Verification | A brief description of the sample | One JMF Renewal |
| The quantity of what the sample constitutes | One JMF Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Romiza |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Graniterock Aromas Drum 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-35-0012::A.R. WILSON QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | At the plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-03-03-23
DIME Test ID: 2020-03-03-23-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-04-02
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 03/26/2020
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98.5 % | ||||||
| 87.2 % | ||||||
| 78.9 % | ||||||
| 60.2 % | ||||||
| 41.8 % | ||||||
| 28.1 % | ||||||
| 18.3 % | ||||||
| 10.1 % | ||||||
| 4.8 % | ||||||
| 2.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/2/2020 ✔