Summary for Test 2020-06-22-19-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212302 DEA: 080C70U4 EFIS: 0815000189 COOP: 081646 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-210-PM R 25 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | The SR 210 Base Line Interchange project, in the City of Highland, includes widening of the Base Line overcrossing at the SR 210, along with additional ramp widening improvements for the northbound on-ramp, northbound off-ramp and southbound on-ramps. |
| Location Description | SR210 Lane Addition work proposes to improve SR 210 within the cities of Highland, Redlands, San Bernardino and unincorporated sections of San Bernardino County, |
| QA Service Level | 2 (Verified on 01/15/2020) |
Sample Information
| Sample Taken Date | 06/22/2020 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 06/22/2020 |
| Sample type | Verification | A brief description of the sample | 3/4" HMA-A-SP R15 No LAS |
| The quantity of what the sample constitutes | 4 Bags Combined Coldfeed agg. 4 Bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | AAA Corona | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0401A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | AAA-Corona | 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 or name of Pit) | 91-33-0005 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 105927 | A detailed description of where the material sample was collected | Conveyor Belt |
| 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
DIME Sample ID: 2020-06-22-19
DIME Test ID: 2020-06-22-19-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-07-16
Test Results
What type of gradation is being tested?: Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Juan LeRoy, Satish Jain
Date of test: 07/13/2020
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: 94 %
Cumulative percent passing the 1/2 in. sieve: 74 %
Cumulative percent passing the 3/8 in. sieve: 60 %
Cumulative percent passing the #4 sieve: 34 %
Cumulative percent passing the #8 sieve: 26 %
Cumulative percent passing the #16 sieve: 19 %
Cumulative percent passing the #30 sieve: 12 %
Cumulative percent passing the #50 sieve: 7 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 2.5 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 7/16/2020 ✔