Summary for Test 2023-06-28-33-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-4.4/R7.7 |
| Award Date | 03/01/2021 |
| Closeout Date | Not set |
| Work Description | Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B. |
| Location Description | 101 freeway in Summerland, CA |
| QA Service Level | 1 (Verified on 05/06/2021) |
Sample Information
| Sample Taken Date | 06/28/2023 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 06/28/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Class 1 aggregate subbase |
| The quantity of what the sample constitutes | 1 days placement | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Cromwell |
| Title of sampler | Telephone number of sampler | 8057465506 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite On Site Crushing 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) | N/A |
|---|---|---|---|
| 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 | On Site Windrow | |
| 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: 2023-06-28-33
DIME Test ID: 2023-06-28-33-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-07-03
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: Mike Bennet
Date of test: 06/28/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6442 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 287 grams | 96 % | |||||
| 1727 grams | 73 % | |||||
| 2439 grams | 62 % | |||||
| 3575 grams | 45 % | |||||
| 516 grams | ||||||
| 108 grams | 36 % | |||||
| 188 grams | 29 % | |||||
| 266 grams | 22 % | |||||
| 341 grams | 15 % | |||||
| 406 grams | 10 % | |||||
| 443 grams | 6 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/3/2023 ✔