Summary for Test 2022-11-21-12-2
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 | 11/21/2022 | Sample Unique Key | 12 |
---|---|---|---|
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 | 11/21/2022 |
Sample type | Quality Assurance | A brief description of the sample | Class 1 aggregate subbase |
The quantity of what the sample constitutes | 1 bag of Class 1 ASB | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Sal | Last name of sampler or witnessed by | Zepeda |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | 37057CL1ASBGrad1 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Calportland - Paso Robles | 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) | 91-40-0013 |
---|---|---|---|
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 | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2022-11-21-12
DIME Test ID: 2022-11-21-12-2
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: 2022-11-21
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: Measured
Tester's full name: Kyle Engen
Date of test: 11/21/2022
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
5019.2 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
93.7 grams | 98 % | |||||
360.8 grams | 93 % | |||||
601.6 grams | 88 % | |||||
798.2 grams | 84 % | |||||
1510.3 grams | 70 % | |||||
498.6 grams | ||||||
113.5 grams | 54 % | |||||
229 grams | 38 % | |||||
300.2 grams | 28 % | |||||
353.7 grams | 20 % | |||||
392.3 grams | 15 % | |||||
418.9 grams | 11 % |
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
05-3307A4_37057_221121.1_Class1_Subbase_KEE_GradSE_1 | 91.21 KB | 11/21/2022 | 2022-11-21-12-2 | Info |
Test was verified on 11/21/2022 ✔