Summary for Test 2021-02-23-13-5
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214756 DEA: 050N7AU4 EFIS: 0520000030 |
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DIST-CO-RTE-PM | 05-SB-101-1.4/4.8 |
Award Date | Not set |
Closeout Date | 09/27/2022 |
Work Description | Segment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP. |
Location Description | CARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE |
QA Service Level | 1 (Verified on 03/09/2020) |
Sample Information
Sample Taken Date | 02/23/2021 | Sample Unique Key | 13 |
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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 | 02/24/2021 |
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 | Drainage System 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 | Drainage System 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: 2021-02-23-13
DIME Test ID: 2021-02-23-13-5
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-03-08
Test Results
What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Leo Santamaria
Date of test: 02/24/2021
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 98 %
Cumulative percent passing the #8 sieve: 89 %
Cumulative percent passing the #16 sieve: 75 %
Cumulative percent passing the #30 sieve: 54 %
Cumulative percent passing the #50 sieve: 23 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/8/2021 ✔