Summary for Test 2023-08-17-1-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994602 DEA: 09392004 EFIS: 0922000036 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-44.9/50.9,52.9/54.5 |
| Award Date | 04/27/2023 |
| Closeout Date | 12/22/2023 |
| Work Description | HOT MIX ASPHALT (TYPE-A), SHOULDER BACKING, AND STRIPING. |
| Location Description | INYO COUNTY NEAR LONE PINE FROM 1.3 MILES SOUTH OF COTTONWOOD ROAD TO 2 MILES NORTH OF BARTLETT ROAD AND FROM 0.3 MILE SOUTH OF LUBKEN CANYON ROAD TO 1.1 MILES SOUTH OF GOLF COURSE ROAD |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 08/17/2023 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 08/18/2023 |
| Sample type | Department Acceptance | A brief description of the sample | shoulder backing |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Hubartt |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | SB 5 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | F W Aggregates | 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) | F W Agg Pit |
|---|---|---|---|
| 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 | Stockpile @ Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2023-08-17-1
DIME Test ID: 2023-08-17-1-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-08-21
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: Measured
Tester's full name: Derek Carrington
Date of test: 08/21/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 8527 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1141.0 grams | 87 % | |||||
| 2200.3 grams | 74 % | |||||
| 4201.3 grams | 51 % | |||||
| 485.1 grams | ||||||
| 125.0 grams | 38 % | |||||
| 204.6 grams | 29 % | |||||
| 252.0 grams | 25 % | |||||
| 290.5 grams | 20 % | |||||
| 337.0 grams | 16 % | |||||
| 381.2 grams | 10.9 % | |||||
| 386.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): AB-05
Test was verified on 8/21/2023 ✔