Summary for Test 2024-05-20-27-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 994819 DEA: 060U4304 EFIS: 0616000033 |
---|---|
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 | 05/20/2024 | Sample Unique Key | 27 |
---|---|---|---|
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 | 05/20/2024 |
Sample type | Department 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: 2024-05-20-27
DIME Test ID: 2024-05-20-27-1
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: 2024-05-20
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: Neale Brown
Date of test: 05/20/2024
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
5914 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
246.5 grams | 96 % | |||||
900.5 grams | 85 % | |||||
1325 grams | 78 % | |||||
2215.5 grams | 63 % | |||||
516.4 grams | ||||||
90.9 grams | 52 % | |||||
180.4 grams | 41 % | |||||
269.9 grams | 30 % | |||||
344.7 grams | 21 % | |||||
399.6 grams | 14 % | |||||
436 grams | 10 % |
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0U4304_37036_240520 | 28.94 KB | 05/20/2024 | 2024-05-20-27-1 | Info |
Test was verified on 5/20/2024 ✔