Summary for Test 2023-01-26-70-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 215129 DEA: 050N73U4 EFIS: 0520000166 |
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DIST-CO-RTE-PM | 05-SB-101-7.3/9.6 |
Award Date | 10/22/2020 |
Closeout Date | 12/11/2023 |
Work Description | !!Please CC Office Engineer Gabrielle Herrera on reports to RE and SR!! Segment 4C - Summerland: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, steel soldier piles, epoxy coated rebar, |
Location Description | SUMMERLAND FROM 0.2 MILES NORTH OF PARDARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE |
QA Service Level | 1 (Verified on 08/24/2020) |
Sample Information
Sample Taken Date | 01/26/2023 | Sample Unique Key | 70 |
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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 | 01/27/2023 |
Sample type | Quality Assurance | A brief description of the sample | Asphalt Aggregates |
The quantity of what the sample constitutes | 50 tons | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Tom | Last name of sampler or witnessed by | Cromwell |
Title of sampler | Telephone number of sampler | 8056991626 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Santa Paula | 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) | 91-19-0046 |
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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 | Conveyor Belt | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | Lot number | 2 | |
Sublot number | 10 | Aggregate Mix Number | JMF 13762 |
Test Details
DIME Sample ID: 2023-01-26-70
DIME Test ID: 2023-01-26-70-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-02-21
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: Dorell Harper
Date of test: 01/27/2023
Cumulative Mass Retained | Cumulative Percent Passing | ||||
---|---|---|---|---|---|
100 % | |||||
100 % | |||||
100 % | |||||
100 % | |||||
85 % | |||||
76 % | |||||
56 % | |||||
39 % | |||||
29 % | |||||
20 % | |||||
13 % | |||||
8 % | |||||
4.7 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/21/2023 ✔