Summary for Test 2023-08-25-5-1
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 | 08/25/2023 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 08/25/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Structure 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 | Tomas | Last name of sampler or witnessed by | sILVA |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Austin plant | 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) | Vulcan |
|---|---|---|---|
| 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 on jobsite | |
| 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 |
Test Details
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DIME Sample ID: 2023-08-25-5
DIME Test ID: 2023-08-25-5-1
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: 2023-08-28
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 08/25/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 7334 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 184 grams | 97 % | |||||
| 1139 grams | 84 % | |||||
| 2266 grams | 69 % | |||||
| 3331 grams | 55 % | |||||
| 494.3 grams | ||||||
| 117.6 grams | 42 % | |||||
| 214.1 grams | 31 % | |||||
| 282.7 grams | 24 % | |||||
| 337.6 grams | 17 % | |||||
| 387.9 grams | 12 % | |||||
| 422.2 grams | 8 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/28/2023 ✔