Summary for Test 2023-11-28-38-4
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
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DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
Award Date | 10/22/2021 |
Closeout Date | Not set |
Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
Sample Taken Date | 11/28/2023 | Sample Unique Key | 38 |
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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 | 11/28/2023 |
Sample type | Quality Assurance | A brief description of the sample | 1" X #4 Con Aggs & Con Sand |
The quantity of what the sample constitutes | 250 Yards | From where was the sample collected | Source |
First name of sampler or witnessed by | Sebastian | Last name of sampler or witnessed by | Adams |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | 711 Materials Ridgecrest | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | DS 1714 SL |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 00-00-0000 |
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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 | Belt Cut at Batch Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | 750216A6 | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-11-28-38
DIME Test ID: 2023-11-28-38-4
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: 2023-12-05
Test Results
What type of gradation is being tested?: Fine Aggregate
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: Calculated
Tester's full name: Derek Carrington
Date of test: 12/05/2023
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 98 %
Cumulative percent passing the #8 sieve: 78 %
Cumulative percent passing the #16 sieve: 57 %
Cumulative percent passing the #30 sieve: 37 %
Cumulative percent passing the #50 sieve: 21 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 4.6 %
General comments (publicly viewable) (Max 1000 characters): Con Sand
Test was verified on 12/5/2023 ✔