Summary for Test 2022-05-25-89-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214549 DEA: 081H2904 EFIS: 0817000006 |
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DIST-CO-RTE-PM | 08-SBD-173-18.7 |
Award Date | 08/20/2020 |
Closeout Date | 10/02/2024 |
Work Description | STRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL. |
Location Description | SAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD |
QA Service Level | 1 (Verified on 01/13/2020) |
Sample Information
Sample Taken Date | 05/25/2022 | Sample Unique Key | 89 |
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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 | 05/26/2022 |
Sample type | Quality Assurance | A brief description of the sample | 3/8" PCC Aggregate and Sand |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Julius | Last name of sampler or witnessed by | E |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | test 1 300 cy out at | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | ROBERTSON LAKE ARROWHEAD | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | 6577 AND 6578 | Structure unique identifier | |
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0008::CABAZON QUARRY |
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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 | SM418S48 | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
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No assigned tests for this sample. |
Test Details
DIME Sample ID: 2022-05-25-89
DIME Test ID: 2022-05-25-89-1
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: s mendoza
Date of test: 06/06/2022
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: 94 %
Cumulative percent passing the 3/4 in. sieve: 0 %
Cumulative percent passing the 1/2 in. sieve: 0 %
Cumulative percent passing the 3/8 in. sieve: 0 %
Cumulative percent passing the #4 sieve: 18 %
Cumulative percent passing the #8 sieve: 80 %
Cumulative percent passing the #16 sieve: 69 %
Cumulative percent passing the #30 sieve: 39 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 4.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2022 ✔