Summary for Test 2022-09-13-8-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
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DIST-CO-RTE-PM | 05-SLO-46-49.7/54.6 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Cholame Segment |
Location Description | Not set |
QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
Sample Taken Date | 09/13/2022 | Sample Unique Key | 8 |
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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 | 09/13/2022 |
Sample type | Quality Assurance | A brief description of the sample | Class 1 ASB from jobsite windrow |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Aleks | Last name of sampler or witnessed by | Tigue |
Title of sampler | TET | Telephone number of sampler | 805-748-4862 |
Laboratory sample identification | 37057CL1ASB2 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | SPM Avenal Plant | 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) | 91-10-0006 |
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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 | windrow from roadway | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-09-13-8
DIME Test ID: 2022-09-13-8-1
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-09-14
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Patrick Tigue
Date of test: 09/13/2022
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: 72 %
Cumulative percent passing the 3/8 in. sieve: 58 %
Cumulative percent passing the #4 sieve: 38 %
Cumulative percent passing the #8 sieve: 31 %
Cumulative percent passing the #16 sieve: 26 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 6 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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05-3307A4_37057_220913_Class1_Subbase_PAT_GradSE.2 | 91.00 KB | 09/14/2022 | 2022-09-13-8-1 | Info |
Test was verified on 9/14/2022 ✔