Summary for Test 2020-02-12-3-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 213763 DEA: 060Q19A4 EFIS: 0613000152 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-58-R99.0/R100.3 |
| Award Date | 02/04/2019 |
| Closeout Date | 10/22/2021 |
| Work Description | WIDEN SHOULDERS AND REPLACE BRIDGES |
| Location Description | KERN COUNTY NEAR TEHACHAPI FROM 0.5 MILE WEST TO 0.8 MILE EAST OF SAND CANYON UNDERCROSSING |
| QA Service Level | 1 (Verified on 01/09/2019) |
Sample Information
| Sample Taken Date | 02/12/2020 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 02/13/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R15 |
| The quantity of what the sample constitutes | PSUE 11 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Fernando | Last name of sampler or witnessed by | Najera |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0134A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction Arvin Plant | 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) | 91-10-0007, 91-15-0024 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 1412 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Granite Arvin 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: 2020-02-12-3
DIME Test ID: 2020-02-12-3-10
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: 2020-03-17
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: Edmond Jabbour, Satish Jain, Larry Diaz
Date of test: 02/14/2020
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 81 %
Cumulative percent passing the 3/8 in. sieve: 64 %
Cumulative percent passing the #4 sieve: 43 %
Cumulative percent passing the #8 sieve: 31 %
Cumulative percent passing the #16 sieve: 23 %
Cumulative percent passing the #30 sieve: 16 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3.8 %
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Lime Treated Aggregate Gradation w/Correlation Factors Applied
Test was verified on 3/17/2020 ✔