Summary for Test 2023-07-05-31-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 994155 DEA: 072XA504 EFIS: 0722000359 |
---|---|
DIST-CO-RTE-PM | 07-LA-91-11.65 |
Award Date | 07/05/2022 |
Closeout Date | 03/05/2024 |
Work Description | Bridge Repair |
Location Description | Not set |
QA Service Level | 1 (Verified on 07/28/2022) |
Sample Information
Sample Taken Date | 07/05/2023 | Sample Unique Key | 31 |
---|---|---|---|
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 | 07/06/2023 |
Sample type | Acceptance | A brief description of the sample | 1x4 and WCS |
The quantity of what the sample constitutes | 40 cy | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | victor | Last name of sampler or witnessed by | Pham |
Title of sampler | Telephone number of sampler | 2137924794 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Associated Signal Hill | 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) | Orca Quarry Port McNeill BC Canada) |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Deck pour | The fabricator/manufacturer designation for the sample | |
The plant number | signal hill | A detailed description of where the material sample was collected | Storage Bin |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | OR572SRP3F | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-07-05-31
DIME Test ID: 2023-07-05-31-1
Testing Lab: CT D07 - Plant Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-07-20
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Victor Pham
Date of test: 07/06/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
10874 grams | ||||||
0 grams | 100 % | |||||
32 grams | 100 % | |||||
2694 grams | 75 % | |||||
8460 grams | 22 % | |||||
9620 grams | 12 % | |||||
10716 grams | 1 % | |||||
10803 grams | 1 % | |||||
10857 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/20/2023 ✔