Summary for Test 2019-08-15-20-1
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 | 08/15/2019 | Sample Unique Key | 20 |
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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 | 08/15/2019 |
Sample type | Verification | A brief description of the sample | Combined Untreated 3/4-inch Type G Aggregate |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Mahoney |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D78105F | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock Quarry - Redding | Transportation Laboratory (TL) Number | 898330 |
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) | 91-45-0017 |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Laboratory Batched from Sized Untreated Stockpile Samples | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | JMF 19-26-S1 | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-08-15-20
DIME Test ID: 2019-08-15-20-1
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: 2021-12-14
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: Ward Jenkins
Date of test: 08/27/2019
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: 99.4 %
Cumulative percent passing the 1/2 in. sieve: 77.9 %
Cumulative percent passing the 3/8 in. sieve: 63.3 %
Cumulative percent passing the 1/4 in. sieve: 44.6 %
Cumulative percent passing the #4 sieve: 34.5 %
Cumulative percent passing the #8 sieve: 20 %
Cumulative percent passing the #16 sieve: 12.1 %
Cumulative percent passing the #30 sieve: 8 %
Cumulative percent passing the #50 sieve: 5.7 %
Cumulative percent passing the #100 sieve: 4.2 %
Cumulative percent passing the #200 sieve: 3.39 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/14/2021 ✔