Summary for Test 2024-05-28-14-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 994819 DEA: 060U4304 EFIS: 0616000033 |
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DIST-CO-RTE-PM | 06-KER-184-8.5/11.6 |
Award Date | 10/26/2023 |
Closeout Date | Not set |
Work Description | RESURFACE LANES AND SHOULDERS. |
Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE NORTH OF EDISON HIGHWAY TO 0.1 MILE NORTH OF CHASE AVENUE |
QA Service Level | 1 (Verified on 05/22/2023) |
Sample Information
Sample Taken Date | 05/28/2024 | Sample Unique Key | 14 |
---|---|---|---|
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 | 05/29/2024 |
Sample type | Acceptance | A brief description of the sample | Class 2 Aggregate Base |
The quantity of what the sample constitutes | Class 2 AB | From where was the sample collected | Job Site |
First name of sampler or witnessed by | G3 | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | jobsite | 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) | 91-15-0068 |
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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 | |
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: 2024-05-28-14
DIME Test ID: 2024-05-28-14-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-05-30
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: Louis Sanchez
Date of test: 05/30/2024
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
5557.3 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
222.5 grams | 96 % | |||||
989 grams | 82 % | |||||
1559 grams | 72 % | |||||
2478 grams | 55 % | |||||
509.1 grams | ||||||
97.6 grams | 44 % | |||||
185 grams | 35 % | |||||
270.8 grams | 26 % | |||||
344.6 grams | 18 % | |||||
399.8 grams | 12 % | |||||
437 grams | 8 % |
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0U4304_37036_240529 | 28.94 KB | 05/30/2024 | 2024-05-28-14-1 | Info |
Test was verified on 5/30/2024 ✔