Summary for Test 2019-05-15-1-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 213323 DEA: 081G4604 EFIS: 0816000005 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-174.0/175.0 |
| Award Date | 08/31/2018 |
| Closeout Date | 11/12/2019 |
| Work Description | COLD PLANE AND OVERLAY W/OGFC |
| Location Description | SAN BERNARDINO COUNTY FROM 2.5 MILES SOUTH OF BAILEY ROAD OVERCROSSING TO 1.2 MILES SOUTH OF NIPTON ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 05/15/2019 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 05/16/2019 |
| Sample type | Verification | A brief description of the sample | 1 HMA-A-SP |
| The quantity of what the sample constitutes | PSE 9 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Aggregate Industries | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0280A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sloan Quarry-Jean Pit-Nevada | 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) | Sloan Quarry, Jean Pit - Nevada |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1 HMA-A-SP | The fabricator/manufacturer designation for the sample | 1-HMA-SPS |
| The plant number | Unknown | A detailed description of where the material sample was collected | Manufacturer |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2019-05-15-1
DIME Test ID: 2019-05-15-1-10
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: 2019-06-06
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: 05/20/2019
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 91 %
Cumulative percent passing the 1/2 in. sieve: 82 %
Cumulative percent passing the 3/8 in. sieve: 70 %
Cumulative percent passing the #4 sieve: 51 %
Cumulative percent passing the #8 sieve: 29 %
Cumulative percent passing the #16 sieve: 17 %
Cumulative percent passing the #30 sieve: 11 %
Cumulative percent passing the #50 sieve: 8 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.6 %
General comments (publicly viewable) (Max 1000 characters): Combined Lime Treated Aggregate/RAP Gradation w/Correlation Factors Applied
Test was verified on 5/30/2019 ✔