Summary for Test 2018-08-16-7-3
Test performed: AASHTO T84-14Project Information
Project Identifiers | Project ID: 213297 DEA: 010H3704 EFIS: 0117000165 |
---|---|
DIST-CO-RTE-PM | 01-LAK-20-33.6/37.1,45.2/46.5 |
Award Date | 06/07/2018 |
Closeout Date | 12/04/2018 |
Work Description | RUBBERIZED HOT MIX ASPHALT - GAP GRADED AND MIDWEST GUARDRAIL SYSTEM |
Location Description | LAKE COUNTY NEAR CLEARLAKE OAKS FROM 0.6 MILE EAST OF NEW LONG VALLEY ROAD TO NORTH FORK CACHE CREEK BRIDGE AND FROM 1.4 MILES EAST OF ABBOT MINE ROAD TO COLUSA COUNTY LINE |
QA Service Level | 1 (Verified on 04/27/2018) |
Sample Information
Sample Taken Date | 08/16/2018 | Sample Unique Key | 7 |
---|---|---|---|
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 | 08/18/2018 |
Sample type | Verification | A brief description of the sample | JMF 1/2 Cold feed |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | jack | Last name of sampler or witnessed by | martin |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Granite HWY 175 | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-17-0035::KEITHLY RANCH / HIGHWAY 175 QUARRY |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | Cold Feed |
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 | Not set |
Sublot number | Not set | Aggregate Mix Number | Not set |
HMA Pay | No |
Test Details
DIME Sample ID: 2018-08-16-7
DIME Test ID: 2018-08-16-7-3
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Test Release Date: 2018-08-29
Test Results
Input Type: Measured
Tester's full name: Leif Ayres
Date of test: 08/29/2018
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 992.1 grams
Mass of the pycnometer with water (B): 676 grams
Mass of the oven dried sample (before pycnometer) (A): 484.4 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 484.4 grams
Test Sample Preparation: 6% Moisture
Bulk specific gravity: 2.634
Bulk specific gravity (SSD Basis): 2.719
Apparent specific gravity: 2.878
Absorption: 3.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/29/2018 ✔