Summary for Test 2019-04-12-8-10
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 | 04/12/2019 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 04/17/2019 |
| Sample type | Verification | A brief description of the sample | 1 HMA-A-SP |
| The quantity of what the sample constitutes | JMF 6 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 | 0236A-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 | Not set | |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Aggregate Industries Sloan Quarry |
|---|---|---|---|
| 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
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DIME Sample ID: 2019-04-12-8
DIME Test ID: 2019-04-12-8-10
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: 2019-05-04
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: 04/25/2019
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 89 % | ||||||
| 79 % | ||||||
| 68 % | ||||||
| 47 % | ||||||
| 24 % | ||||||
| 13 % | ||||||
| 9 % | ||||||
| 6 % | ||||||
| 5 % | ||||||
| 2.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Lime Treated/RAP Combined Gradation w/Correlation Factor Applied
Test was verified on 4/27/2019 ✔