Summary for Test 2024-05-30-92-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-46-49.7/54.6 |
| Award Date | 02/16/2022 |
| Closeout Date | 09/02/2025 |
| Work Description | Cholame Segment |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
| Sample Taken Date | 05/30/2024 | Sample Unique Key | 92 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 05/30/2024 |
| Sample type | Dispute Resolution | A brief description of the sample | Class 1 ASB- Grindings - 1172+41-1177+32 1st Lift |
| The quantity of what the sample constitutes | 500 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Kyle | Last name of sampler or witnessed by | Engen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Papich Construction | 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Old Hwy 46 E Grindings - Jobsite |
|---|---|---|---|
| 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 | Roadway | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-05-30-92
DIME Test ID: 2024-05-30-92-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-07-19
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 07/11/2024
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 37512.5 grams | ||||||
| 1186.7 grams | 97 % | |||||
| 0.0 grams | 97 % | |||||
| 0.0 grams | 97 % | |||||
| 289.4 grams | 96 % | |||||
| 1190.2 grams | 93 % | |||||
| 1728.3 grams | 88 % | |||||
| 4616.5 grams | 76 % | |||||
| 3860.7 grams | 66 % | |||||
| 8721.5 grams | 42 % | |||||
| 480.4 grams | ||||||
| 159.2 grams | 28 % | |||||
| 96.5 grams | 20 % | |||||
| 75.1 grams | 13 % | |||||
| 61.7 grams | 8 % | |||||
| 36.0 grams | 5 % | |||||
| 18.2 grams | 3 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/19/2024 ✔