Summary for Test 2023-05-05-4-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 994632 DEA: 061E6004 EFIS: 0622000067 |
---|---|
DIST-CO-RTE-PM | 06-KER-166-9.0/24.6 |
Award Date | 03/07/2023 |
Closeout Date | 02/26/2024 |
Work Description | Not set |
Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY NEAR MARICOPA FROM 4.0 MILES EAST OF BASIC SCHOOL ROAD TO ROUTE 166/99 SEPARATION |
QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
Sample Taken Date | 05/05/2023 | Sample Unique Key | 4 |
---|---|---|---|
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 | 05/05/2023 |
Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA type A 25Rap with PG58-16 |
The quantity of what the sample constitutes | 4 Bags of Coldfeed Agg. 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 |
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 | 5 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-05-05-4
DIME Test ID: 2023-05-05-4-1
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: 2023-05-05
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: 05/05/2023
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 99 %
Cumulative percent passing the 1/2 in. sieve: 81 %
Cumulative percent passing the 3/8 in. sieve: 72 %
Cumulative percent passing the #4 sieve: 55 %
Cumulative percent passing the #8 sieve: 41 %
Cumulative percent passing the #16 sieve: 32 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 4.4 %
General comments (publicly viewable) (Max 1000 characters): L1SL5
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-1E6004_37016_230505_L1SL5_T27 | 115.76 KB | 05/05/2023 | 2023-05-05-4-1 | Info |
Test was verified on 5/5/2023 ✔