Summary for Test 2023-10-13-73-4
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 | 10/13/2023 | Sample Unique Key | 73 |
---|---|---|---|
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 | 10/13/2023 |
Sample type | Quality Control | A brief description of the sample | 1x4 concrete aggregates |
The quantity of what the sample constitutes | 1 per batch | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Ronald | Last name of sampler or witnessed by | Hernandez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | 7/11 Materials - Ridgecrest | 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) | 91-15-0027 |
---|---|---|---|
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 | stockpile or belt cut | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-10-13-73
DIME Test ID: 2023-10-13-73-4
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-12-15
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
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: Calculated
Tester's full name: Ronald Hernandez
Date of test: 10/13/2023
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 69 %
Cumulative percent passing the 1/2 in. sieve: 18 %
Cumulative percent passing the 3/8 in. sieve: 5 %
Cumulative percent passing the #4 sieve: 2 %
Cumulative percent passing the #8 sieve: 0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/15/2023 ✔