Summary for Test 2022-05-26-49-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-R28.6/37.5 |
| Award Date | 09/24/2021 |
| Closeout Date | 11/03/2025 |
| Work Description | REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT |
| Location Description | SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 05/26/2022 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 05/31/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 1 x 4 PCC Aggregate and Sand |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
| First name of sampler or witnessed by | FERNANDO | Last name of sampler or witnessed by | CARRANZA |
| Title of sampler | Caltrans Consultant | Telephone number of sampler | |
| Laboratory sample identification | TEST 1 on 52622 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | OHL, Sully Miller | Transportation Laboratory (TL) Number | 6619 |
| 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) | 91-36-0046 |
|---|---|---|---|
| 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 | At the plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-05-26-49
DIME Test ID: 2022-05-26-49-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-07-06
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?: No
Input Type: Calculated
Tester's full name: A HERNANDEZ
Date of test: 06/13/2022
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 0 % | ||||||
| 0 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 90 % | ||||||
| 81 % | ||||||
| 67 % | ||||||
| 67 % | ||||||
| 56 % | ||||||
| 47 % | ||||||
| 34 % | ||||||
| 16 % | ||||||
| 11.4 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2022 ✔