Summary for Test 2019-07-26-8-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214006 DEA: 09373704 EFIS: 0918000004 |
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DIST-CO-RTE-PM | 09-KER-178,395-75.0/81.0,R23.4/29.5 |
Award Date | 04/19/2019 |
Closeout Date | 01/06/2020 |
Work Description | PLACE HMA (TYPE A) AND RHMA-G. |
Location Description | KERN COUNTY ABOUT 11 MILES WEST OF INYOKERN ON ROUTE 178 FROM 2.0 MILES WEST TO 4.0 MILES EAST OF CANE BRAKE CREEK BRIDGE AND NEAR INYOKERN ON ROUTE 395 FROM 5.8 MILES NORTH TO 0.3 MILE SOUTH OF ROUTE 178/395 SEPARATION |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 07/26/2019 | Sample Unique Key | 8 |
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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 | 07/30/2019 |
Sample type | Verification | A brief description of the sample | 1/2 RHMA-G-SP 1 LSM |
The quantity of what the sample constitutes | PSE 9 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Blue Diamond Materials Victorville | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0449G-19 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Oro Grande, White Mountain | 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) | 91-36-0046, 91-36-0106 |
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The fabricator's/manufacturer's product name for the sample | 1/2 RHMA-G-SP 1 LSM | The fabricator/manufacturer designation for the sample | 300191 - LSM |
The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Blue Diamond Victorville Plant |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-07-26-8
DIME Test ID: 2019-07-26-8-1
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: 2019-08-22
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 07/31/2019
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 98 %
Cumulative percent passing the 3/8 in. sieve: 87 %
Cumulative percent passing the 1/4 in. sieve: 50 %
Cumulative percent passing the #4 sieve: 38 %
Cumulative percent passing the #8 sieve: 25 %
Cumulative percent passing the #16 sieve: 18 %
Cumulative percent passing the #30 sieve: 12 %
Cumulative percent passing the #50 sieve: 7 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 2.3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/22/2019 ✔