Summary for Test 2018-05-21-8-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 212996 DEA: 023H1404 |
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DIST-CO-RTE-PM | 02-TRI,SHA-36-0.0/R3.5,0.0/4.0 |
Award Date | 02/28/2018 |
Closeout Date | 01/08/2019 |
Work Description | AC OVERLAY, REPLACE AC SURFACE, GUARDRAIL, SHOULDER BACKING |
Location Description | SHASTA AND TRINITY COUNTIES FROM TRINITY COUNTY LINE TO 0.4 MILE EAST OF HARRISON GULCH ROAD AND FROM HUMBOLDT COUNTY LINE TO 0.2 MILE EAST OF MAD RIVER ROAD |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 05/21/2018 | Sample Unique Key | 8 |
---|---|---|---|
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 | 05/22/2018 |
Sample type | Verification | A brief description of the sample | Combined Treated Virgin Type A Aggregate |
The quantity of what the sample constitutes | JMF Verification Renewal | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Dave | Last name of sampler or witnessed by | Lockett |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | D77409 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Tullis, Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 002140 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | JMF 17-04-R1 | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0057::SHASTA RANCH AGGREGATES |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | L170304 |
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 | 3/4 inch |
The concrete mix design number | JMF 17-04-R1 | Lot number | Not set |
Sublot number | Not set | Aggregate Mix Number | Not set |
HMA Pay | No |
Test Details
DIME Sample ID: 2018-05-21-8
DIME Test ID: 2018-05-21-8-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2018-09-27
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: NRML-R
Date of test: 05/25/2018
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: 91.8 %
Cumulative percent passing the 3/8 in. sieve: 68.3 %
Cumulative percent passing the 1/4 in. sieve: 49.7 %
Cumulative percent passing the #4 sieve: 44 %
Cumulative percent passing the #8 sieve: 29.7 %
Cumulative percent passing the #16 sieve: 19.4 %
Cumulative percent passing the #30 sieve: 13.7 %
Cumulative percent passing the #50 sieve: 9.8 %
Cumulative percent passing the #100 sieve: 7.3 %
Cumulative percent passing the #200 sieve: 5.66 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/27/2018 ✔