Summary for Test 2023-07-07-18-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 994408 DEA: 051K03U4 EFIS: 0522000026 |
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DIST-CO-RTE-PM | 05-SLO-101- |
Award Date | 10/04/2022 |
Closeout Date | Not set |
Work Description | !!PLEASE CC Office Engineer Barbara Riccardi on reports to RE and SR!! Construct 2 roundabouts in Montecito along US 101. |
Location Description | Not set |
QA Service Level | 1 (Verified on 12/29/2022) |
Sample Information
Sample Taken Date | 07/07/2023 | Sample Unique Key | 18 |
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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 | 07/07/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4" Class II AB |
The quantity of what the sample constitutes | 50 tons | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Cromwell |
Title of sampler | Telephone number of sampler | 8057465506 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Padaro Crushing Plant | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | San Ysidro Roundabout Base Grade |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Granite Padaro Crushing Plant |
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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 | On Site Stockpile | |
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 | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-07-07-18
DIME Test ID: 2023-07-07-18-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-07-12
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Tom Cromwell
Date of test: 07/10/2023
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 94 %
Cumulative percent passing the 1/2 in. sieve: 75 %
Cumulative percent passing the 3/8 in. sieve: 64 %
Cumulative percent passing the #4 sieve: 46 %
Cumulative percent passing the #8 sieve: 35 %
Cumulative percent passing the #16 sieve: 28 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/12/2023 ✔