Summary for Test 2023-10-11-48-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 |
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DIST-CO-RTE-PM | 08-SBD-15-R28.6/37.5 |
Award Date | Not set |
Closeout Date | Not set |
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 | 10/11/2023 | Sample Unique Key | 48 |
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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 | 10/12/2023 |
Sample type | Quality Assurance | A brief description of the sample | pcc |
The quantity of what the sample constitutes | 3 bag | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Erinberto | Last name of sampler or witnessed by | Aragon |
Title of sampler | Caltrans Consultant | Telephone number of sampler | |
Laboratory sample identification | test 1 at 310 CY AT2000 PM101 TONS OUT | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Sully Miller | 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) | 91-33-0068 |
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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 | g3-22-pcc-272 | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-10-11-48
DIME Test ID: 2023-10-11-48-1
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: 2023-10-16
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: tony price
Date of test: 10/12/2023
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 98 %
Cumulative percent passing the 3/4 in. sieve: 71 %
Cumulative percent passing the 1/2 in. sieve: 0 %
Cumulative percent passing the 3/8 in. sieve: 22 %
Cumulative percent passing the #4 sieve: 4 %
Cumulative percent passing the #8 sieve: 2 %
Cumulative percent passing the #16 sieve: 56 %
Cumulative percent passing the #30 sieve: 37 %
Cumulative percent passing the #50 sieve: 18 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/16/2023 ✔