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 | Bid Item | Not set |
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
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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 | |||||
|---|---|---|---|---|---|---|
| 8527.0 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 ✔