Summary for Test 2021-02-26-7-5
Test performed: CTM 217-June 2011Project 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 | 02/26/2021 | Sample Unique Key | 7 |
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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 | 02/26/2021 |
Sample type | Quality Control | A brief description of the sample | 1 X 4 Concrete Aggregate |
The quantity of what the sample constitutes | 100 cy | From where was the sample collected | Source |
First name of sampler or witnessed by | Scott | Last name of sampler or witnessed by | Powell |
Title of sampler | QC Technician | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Hanson Goleta | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Evans Bridge Abutment 1 and 4 |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-42-0003 |
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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 of Coarse and Fine Aggregate at Source | |
Where the material sample would have been placed if not sampled | Evans Bridge Abutment 1 and 4 | Primary Aggregate Nominal Size | 1 inch |
The concrete mix design number | 63511N0P | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-02-26-7
DIME Test ID: 2021-02-26-7-5
Testing Lab: Sequoia Consultants
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2021-03-08
Test Results
Number of tests: 2
Input Type: Calculated
Tester's full name: Leo Santamaria
Date of test: 03/01/2021
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 5.6
Sand reading (test 1): 4.7
Clay reading (test 2): 5.7
Sand reading (test 2): 4.9
Sand equivalent (test 1): 84
Sand equivalent (test 2): 86
Sand equivalent before temperature correction: 85
Sand equivalent after temperature correction: 85
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/8/2021 ✔