Summary for Test 2023-05-11-7-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994078 DEA: 060X7604 EFIS: 0618000129 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-119-0.2/0.6 |
| Award Date | 09/26/2022 |
| Closeout Date | 04/08/2024 |
| Work Description | INSTALL LEFT-TURN CHANNELIZATIONS, CONSTRUCT WIDENING, RHMA OVERLAY. |
| Location Description | KERN COUNTY IN TAFT FROM 0.1 MILE NORTH OF GARDNER FIELD ROAD TO 0.5 MILE SOUTH OF ASH STREET |
| QA Service Level | 1 (Verified on 07/11/2022) |
Sample Information
| Sample Taken Date | 05/11/2023 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 05/12/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 1/2 RHMA - G |
| The quantity of what the sample constitutes | 4 bags of coldfeed and 2 bads virgin aggregate | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Ruiz |
| Title of sampler | Materials 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 | coldfeed | |
| 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 | 2 | |
| Sublot number | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-05-11-7
DIME Test ID: 2023-05-11-7-1
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: 2023-05-12
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: Measured
Tester's full name: Jason Ruiz
Date of test: 05/12/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5480.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 124.0 grams | 98 % | |||||
| 921.0 grams | 83 % | |||||
| 4085.5 grams | 25 % | |||||
| 346 grams | ||||||
| 134.2 grams | 15 % | |||||
| 190.9 grams | 11 % | |||||
| 229.0 grams | 8 % | |||||
| 261.0 grams | 6 % | |||||
| 286.8 grams | 4 % | |||||
| 303.4 grams | 3.1 % | |||||
| 304.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): L2SL1
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X7604_37028_230510_L2SL1_T27 | 115.48 KB | 05/12/2023 | 2023-05-11-7-1 | Info |
Test was verified on 5/12/2023 ✔