Summary for Test 2019-03-20-9-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
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DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
Award Date | 11/06/2018 |
Closeout Date | 08/16/2023 |
Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 03/20/2019 | Sample Unique Key | 9 |
---|---|---|---|
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 | 03/20/2019 |
Sample type | Quality Control | A brief description of the sample | 1/2-inch Untreated Aggregate |
The quantity of what the sample constitutes | Mix Design | From where was the sample collected | Source |
First name of sampler or witnessed by | CGI | Last name of sampler or witnessed by | CGI |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Fawndale Rock Quarry | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0017::FAWNDALE ROCK QUARRY |
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The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 19-1001.314 |
The plant number | Unknown | A detailed description of where the material sample was collected | Untreated Stockpile |
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 19-03-S1 | Lot number | 0 |
Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-03-20-9
DIME Test ID: 2019-03-20-9-1
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: 2019-04-18
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: CGI
Date of test: 03/20/2019
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: 82 %
Cumulative percent passing the 3/8 in. sieve: 27 %
Cumulative percent passing the 1/4 in. sieve: 15.5 %
Cumulative percent passing the #4 sieve: 4 %
Cumulative percent passing the #8 sieve: 3 %
Cumulative percent passing the #16 sieve: 2 %
Cumulative percent passing the #30 sieve: 2 %
Cumulative percent passing the #50 sieve: 2 %
Cumulative percent passing the #100 sieve: 2 %
Cumulative percent passing the #200 sieve: 1.4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/11/2019 ✔