Summary for Test 2023-04-17-12-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993386 DEA: 060R1904 EFIS: 0614000057 COOP: 061783 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-184,223-L0.0/L0.3,R15.7/R16.3 |
| Award Date | 01/25/2022 |
| Closeout Date | 04/08/2024 |
| Work Description | CONSTRUCT ROUNDABOUT, CURB RAMPS, AND LIGHTING SYSTEMS. |
| Location Description | KERN COUNTY NEAR ARVIN ON ROUTE 184 FROM ROUTE 223 TO 0.3 MILE NORTH OF ROUTE 223 AND ON ROUTE 223 FROM 0.3 MILE WEST OF ROUTE 184 TO 0.3 MILE EAST OF ROUTE 184 |
| QA Service Level | 1 (Verified on 11/15/2021) |
Sample Information
| Sample Taken Date | 04/17/2023 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 04/17/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA Type A PG 64-10 |
| The quantity of what the sample constitutes | 10 boxes HMA type A , 4 bags of aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Paul | Last name of sampler or witnessed by | Klinker |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith Edmonston | 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) | 91-15-0068 |
|---|---|---|---|
| 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 of Coarse and Fine Aggregate at Source | |
| 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 | 30 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-04-17-12
DIME Test ID: 2023-04-17-12-1
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: 2023-04-18
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: 04/17/2023
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 86 %
Cumulative percent passing the 3/8 in. sieve: 71 %
Cumulative percent passing the #4 sieve: 50 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 26 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.4 %
General comments (publicly viewable) (Max 1000 characters): 3/4" HMA Type A lime with 15% RAP PG 64-10
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0R1904_37039_230417_L1SL30_T27 | 116.33 KB | 04/18/2023 | 2023-04-17-12-1 | Info |
Test was verified on 4/18/2023 ✔