Summary for Test 2020-07-27-28-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214756 DEA: 050N7AU4 EFIS: 0520000030 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-1.4/4.8 |
| Award Date | Not set |
| Closeout Date | 09/27/2022 |
| Work Description | Segment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP. |
| Location Description | CARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE |
| QA Service Level | 1 (Verified on 03/09/2020) |
Sample Information
| Sample Taken Date | 07/27/2020 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 07/28/2020 |
| Sample type | Verification | A brief description of the sample | Bags of Treated and Untreated |
| The quantity of what the sample constitutes | One JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Darren | Last name of sampler or witnessed by | LaChaine |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Buellton | 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) | 91-42-0006::BEE ROCK QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | At the Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-07-27-28
DIME Test ID: 2020-07-27-28-1
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: 2020-08-13
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: 08/12/2020
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 85.5 % | ||||||
| 74.4 % | ||||||
| 54.1 % | ||||||
| 36.4 % | ||||||
| 16.7 % | ||||||
| 6.8 % | ||||||
| 2.7 % | ||||||
| 1.4 % | ||||||
| 1.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/13/2020 ✔