Summary for Test 2023-01-24-24-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994087 DEA: 051G4104 EFIS: 0515000012 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-4.0/4.8 |
| Award Date | 09/02/2022 |
| Closeout Date | 08/12/2024 |
| Work Description | Santa Claus Lane Bike Path - !!Charge time to 05-0N72U4 per Project Manager / Corridor Manager!! |
| Location Description | !!Charge time to 05-0N72U4 per Project Manager / Corridor Manager!! |
| QA Service Level | 1 (Verified on 07/25/2022) |
Sample Information
| Sample Taken Date | 01/24/2023 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 02/13/2023 |
| Sample type | Dispute Resolution | A brief description of the sample | Dispute 1/2" HMA-A-SP-R25 No LAS |
| The quantity of what the sample constitutes | 2 Bags Aggregate, 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Granite | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0143A-23 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction - Santa Paula | 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) | 91-19-0046 |
|---|---|---|---|
| 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 | Belt Cut at Granite-Santa Paula | |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | 13140 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-01-24-24
DIME Test ID: 2023-01-24-24-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-06-13
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?: Yes
Input Type: Calculated
Tester's full name: Satish Jain/David Padilla
Date of test: 02/16/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 76 % | ||||||
| 51 % | ||||||
| 34 % | ||||||
| 24 % | ||||||
| 17 % | ||||||
| 10 % | ||||||
| 5 % | ||||||
| 3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 6/13/2023 ✔