Summary for Test 2023-12-07-33-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
---|---|
DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
Award Date | 10/22/2021 |
Closeout Date | Not set |
Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
Sample Taken Date | 12/07/2023 | Sample Unique Key | 33 |
---|---|---|---|
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 | 12/07/2023 |
Sample type | Quality Assurance | A brief description of the sample | AB #53 SL @ sta 1397+60 |
The quantity of what the sample constitutes | 105,434 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jerid | Last name of sampler or witnessed by | Jupelian |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Fisher Sand and Gravel | 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) | Jobsite |
---|---|---|---|
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: 2023-12-07-33
DIME Test ID: 2023-12-07-33-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-01-19
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: Derek Carrington
Date of test: 12/07/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
10976 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
1623.3 grams | 85 % | |||||
4131.6 grams | 62 % | |||||
5041.1 grams | 54 % | |||||
6466.1 grams | 41 % | |||||
488 grams | ||||||
92 grams | 33 % | |||||
174.2 grams | 26 % | |||||
241.8 grams | 21 % | |||||
309.3 grams | 15 % | |||||
370 grams | 10 % | |||||
417.6 grams | 6 % |
General comments (publicly viewable) (Max 1000 characters): Sieve Analysis
Test was verified on 1/19/2024 ✔