Summary for Test 2023-07-25-11-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994854 DEA: 061E5804 EFIS: 0622000071 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-43,46-9.0/15.7, 20.0/27.5 |
| Award Date | 03/28/2023 |
| Closeout Date | 11/16/2023 |
| Work Description | FOR CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY NEAR WASCO ON ROUTE 43 FROM 0.2 MILE SOUTH OF ROUTE 58 TO 0.5 MILE NORTH OF RIVERSIDE AVENUE AND ROUTE 46 FROM 0.5 MILE WEST OF ROUTE 33 TO HOLLOWAY ROAD |
| Location Description | In District 06 On Route 43, 46 |
| QA Service Level | 1 (Verified on 06/14/2023) |
Sample Information
| Sample Taken Date | 07/25/2023 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 07/25/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA A 25 RAP PG 64-16 |
| The quantity of what the sample constitutes | 288 tons 4 aggregate treated bags and 4 virgin aggregate bags, 2 bags of RAP | From where was the sample collected | Source |
| First name of sampler or witnessed by | Paul | Last name of sampler or witnessed by | Klinker |
| Title of sampler | Material Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari | 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) | 91-15-0114 |
|---|---|---|---|
| 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 | HMA Plant Cold Feed | |
| 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 | 1 | |
| Sublot number | 2 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-07-25-11
DIME Test ID: 2023-07-25-11-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-07-25
Test Results
What type of gradation is being tested?: HMA 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: Neale Brown
Date of test: 07/25/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 84 % | ||||||
| 73 % | ||||||
| 54 % | ||||||
| 38 % | ||||||
| 28 % | ||||||
| 20 % | ||||||
| 13 % | ||||||
| 8 % | ||||||
| 5.5 % | ||||||
General comments (publicly viewable) (Max 1000 characters): L1SL2--PSE
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1E5804_37019_230725_L1SL2_T27 | 115.82 KB | 07/25/2023 | 2023-07-25-11-2 | Info |
Test was verified on 7/25/2023 ✔