Summary for Test 2020-07-30-9-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 213477 DEA: 080H4704 EFIS: 0812000074 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-2-2.44 |
| Award Date | 09/28/2018 |
| Closeout Date | 01/18/2022 |
| Work Description | WIDEN BRIDGE TO ACCOMMODATE STANDARD SHOULDERS |
| Location Description | AT WRIGHTWOOD AT SHEEP CREEK BRIDGE |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 07/30/2020 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/31/2020 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" HMA-A-SP R12 0.75% LAS | The quantity of what the sample constitutes | 4 Bags Combined Agg., 2 Bags Rap |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Bob Julius |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0471A-20 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Matich-Lytle Creek | |
| 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) | 91-36-0040::LYTLE CREEK |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | LHP 62D | A detailed description of where the material sample was collected | Belt Cut at Matich Lytle Creek Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-07-30-9
DIME Test ID: 2020-07-30-9-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-08-04
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: Satish Jain
Date of test: 08/01/2020
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 94 % | ||||||
| 66 % | ||||||
| 49 % | ||||||
| 37 % | ||||||
| 28 % | ||||||
| 19 % | ||||||
| 12 % | ||||||
| 8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition Oven
Test was verified on 8/4/2020 ✔