Summary for Test 2021-03-25-16-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96,263-103.1/103.6,56.8/57.2 |
| Award Date | 12/14/2018 |
| Closeout Date | 12/01/2021 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 03/25/2021 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 03/25/2021 |
| Sample type | Authorization | A brief description of the sample | 3/4-inch Maximum Class 2 Aggregate Base |
| The quantity of what the sample constitutes | Process | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Danny | Last name of sampler or witnessed by | Hanson |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78755 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Meyers - Anderson Grade | Transportation Laboratory (TL) Number | 897281 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Undeclared |
|---|---|---|---|
| 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 | |
| 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 | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2021-03-25-16
DIME Test ID: 2021-03-25-16-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-05-07
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual 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: Karen Rios Dorado
Date of test: 03/26/2021
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 93.0 grams | 99 % | |||||
| 1150.0 grams | 91 % | |||||
| 2814.0 grams | 69 % | |||||
| 1315.0 grams | 59 % | |||||
| 2642.0 grams | 39 % | |||||
| 157.1 grams | 27 % | |||||
| 99.5 grams | 19 % | |||||
| 62.5 grams | 14 % | |||||
| 42.5 grams | 11 % | |||||
| 30.9 grams | 9 % | |||||
| 22.2 grams | 6.8 % | |||||
| 87.7 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/7/2021 ✔