Summary for Test 2020-03-25-16-1
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 | 03/25/2020 | 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 | 03/25/2020 |
| Sample type | Department Acceptance | A brief description of the sample | Structure Backfill |
| The quantity of what the sample constitutes | 2000 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Chad | Last name of sampler or witnessed by | Ensminger |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78365 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 850983 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Retaining Wall and Abutment | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Unknown |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile at Anderson Grade Staging Area |
| Where the material sample would have been placed if not sampled | Behind retaining wall and abutment | Primary Aggregate Nominal Size | 1-1/2 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-03-25-16
DIME Test ID: 2020-03-25-16-1
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: 2020-04-21
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: Dennis Hickey
Date of test: 03/27/2020
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 964.0 grams | 94 % | |||||
| 2398.0 grams | 79 % | |||||
| 3613.0 grams | 56 % | |||||
| 1526.0 grams | 46 % | |||||
| 1696.0 grams | 35.6 % | |||||
| 830.0 grams | 30 % | |||||
| 1549.0 grams | 21 % | |||||
| 140.0 grams | 15 % | |||||
| 87.0 grams | 12 % | |||||
| 56.0 grams | 9 % | |||||
| 43.0 grams | 8 % | |||||
| 37.0 grams | 6 % | |||||
| 28.0 grams | 5.1 % | |||||
| 124.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/21/2020 ✔