Summary for Test 2019-08-07-11-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 213551 DEA: 080K2934 EFIS: 0812000100 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-R36.8/R39.2 |
| Award Date | 11/09/2018 |
| Closeout Date | 09/15/2021 |
| Work Description | PAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT |
| Location Description | SAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 08/07/2019 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/08/2019 | Sample type | Verification |
| A brief description of the sample | 3/4 HMA-A-SP R12 | The quantity of what the sample constitutes | PSE 10 Bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Matich Lytle Creek |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0473A-19 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cemex 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 | 3/4 HMA-A-SP R12 | The fabricator/manufacturer designation for the sample | LHP-62D |
| The plant number | Unknown | 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 | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-08-07-11
DIME Test ID: 2019-08-07-11-10
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: 2019-08-22
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: Larry Diaz
Date of test: 08/12/2019
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 82 % | ||||||
| 70 % | ||||||
| 40 % | ||||||
| 30 % | ||||||
| 22 % | ||||||
| 17 % | ||||||
| 11 % | ||||||
| 8 % | ||||||
| 4.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate/RAP Gradation w/Correlation Factors Applied
Test was verified on 8/22/2019 ✔