Summary for Test 2020-12-07-14-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214921 DEA: 09367404 EFIS: 0916000025 |
---|---|
DIST-CO-RTE-PM | 09-KER-14-R4.7/R12.6 |
Award Date | Not set |
Closeout Date | 01/23/2023 |
Work Description | CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA. |
Location Description | KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 11/06/2020) |
Sample Information
Sample Taken Date | 12/07/2020 | Sample Unique Key | 14 |
---|---|---|---|
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 | 12/10/2020 |
Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA-A-SP R25 0.8% Dry Lime |
The quantity of what the sample constitutes | 1 Bag Coldfeed Virgin agg., 1 Bag Combined L.T. Agg. | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Granite Construction Company-Littlerock | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0694A-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Construction Company Littlerock | 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) | 91-19-0046, 91-19-0008 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
The plant number | 13554 | A detailed description of where the material sample was collected | Belt Cut at Granite Little Rock Plant |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Lot number | 1 | |
Sublot number | 17 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-12-07-14
DIME Test ID: 2020-12-07-14-1
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: 2020-12-30
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
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: Satish Jain/Dominic Montemayor
Date of test: 12/11/2020
Cumulative Mass Retained | Cumulative Percent Passing | ||||
---|---|---|---|---|---|
100 % | |||||
100 % | |||||
100 % | |||||
99 % | |||||
78 % | |||||
64 % | |||||
49 % | |||||
31 % | |||||
21 % | |||||
15 % | |||||
9 % | |||||
4 % | |||||
2.1 % |
General comments (publicly viewable) (Max 1000 characters): Combined Lime Treated Aggregate Gradation
Test was verified on 12/30/2020 ✔