Summary for Test 2023-06-26-47-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215420 DEA: 060R2104 EFIS: 0614000058 |
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DIST-CO-RTE-PM | 06-MAD-41-6.2/9.2 |
Award Date | 01/18/2023 |
Closeout Date | Not set |
Work Description | FOR CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE |
Location Description | MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE |
QA Service Level | 1 (Verified on 01/06/2021) |
Sample Information
Sample Taken Date | 06/26/2023 | Sample Unique Key | 47 |
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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 | 06/27/2023 |
Sample type | Quality Assurance | A brief description of the sample | Class 2 Aggregate Base |
The quantity of what the sample constitutes | 500 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | salah | Last name of sampler or witnessed by | Ali |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Austin Base Rock | 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) | 91-20-0016 |
---|---|---|---|
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: 2023-06-26-47
DIME Test ID: 2023-06-26-47-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-06-28
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: Allen Oliver
Date of test: 06/27/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
11932 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
510 grams | 96 % | |||||
2298 grams | 81 % | |||||
3809 grams | 68 % | |||||
5413 grams | 55 % | |||||
481.4 grams | ||||||
113 grams | 42 % | |||||
203 grams | 32 % | |||||
269 grams | 24 % | |||||
322 grams | 18 % | |||||
370 grams | 13 % | |||||
404.6 grams | 9 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/28/2023 ✔