Summary for Test 2023-12-01-7-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215420 DEA: 060R2104 EFIS: 0614000058 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-41-6.2/9.2 |
| Award Date | 01/18/2023 |
| Closeout Date | Not set |
| Work Description | FOR CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE |
| Location Description | MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE |
| QA Service Level | 1 (Verified on 01/06/2021) |
Sample Information
| Sample Taken Date | 12/01/2023 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 12/01/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Native Structural Backfill |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Arthur | Last name of sampler or witnessed by | Mills |
| Title of sampler | Telephone number of sampler | 8033087727 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Native Material | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Bridge abutment | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-12-01-7
DIME Test ID: 2023-12-01-7-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-12-05
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Gurjeet Litt
Date of test: 12/04/2023
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 90 % | ||||||
| 81 % | ||||||
| 74 % | ||||||
| 58 % | ||||||
| 54 % | ||||||
| 49 % | ||||||
| 44 % | ||||||
| 37 % | ||||||
| 31 % | ||||||
| 25.6 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/5/2023 ✔