Summary for Test 2024-06-20-132-1
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 | 06/20/2024 | Sample Unique Key | 132 |
|---|---|---|---|
| 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 | 06/20/2024 |
| Sample type | Dispute Resolution | A brief description of the sample | Class 1 ASB- Grindings - 1239+66-1243+17 2nd 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 | Windrow | |
| 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: 2024-06-20-132
DIME Test ID: 2024-06-20-132-1
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: 2024-08-07
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: Aristeo Flores
Date of test: 07/24/2024
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 36847.5 grams | ||||||
| 463.4 grams | 99 % | |||||
| 1010.4 grams | 96 % | |||||
| 205.2 grams | 95 % | |||||
| 163.5 grams | 95 % | |||||
| 512.6 grams | 94 % | |||||
| 1035.2 grams | 91 % | |||||
| 3102.4 grams | 82 % | |||||
| 2806.6 grams | 75 % | |||||
| 6474.4 grams | 57 % | |||||
| 506.7 grams | ||||||
| 106.4 grams | 45 % | |||||
| 92.9 grams | 35 % | |||||
| 85.4 grams | 25 % | |||||
| 78.0 grams | 16 % | |||||
| 51.2 grams | 10 % | |||||
| 27.8 grams | 7 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/7/2024 ✔