Summary for Test 2019-04-29-16-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 213720 DEA: 024H2004 EFIS: 0218000094 |
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DIST-CO-RTE-PM | 02-SHA-89-26.3/29.2 |
Award Date | 12/19/2018 |
Closeout Date | 08/06/2019 |
Work Description | PAVEMENT OVERLAY |
Location Description | SHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE |
QA Service Level | 1 (Verified on 01/04/2019) |
Sample Information
Sample Taken Date | 04/29/2019 | Sample Unique Key | 16 |
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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 | 04/29/2019 |
Sample type | Verification | A brief description of the sample | Treated Virgin 3/4-inch Type A Aggregate |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D77856A | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Shaw Pit Facility | Transportation Laboratory (TL) Number | 827790 |
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) | 91-25-0008::SHAW PIT |
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The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 19-1278.105A |
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 19-04-S2 | Lot number | 0 |
Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-04-29-16
DIME Test ID: 2019-04-29-16-1
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: 2019-05-30
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: Measured
Tester's full name: Terry McCormick
Date of test: 04/30/2019
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
6193.6 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
106.0 grams | 98.3 % | |||||
1598.0 grams | 74.2 % | |||||
2242.0 grams | 63.8 % | |||||
3124 grams | 49.6 % | |||||
3654.0 grams | 41 % | |||||
224.4 grams | 23.1 % | |||||
341.8 grams | 13.7 % | |||||
400.1 grams | 9.1 % | |||||
434.9 grams | 6.3 % | |||||
455.2 grams | 4.7 % | |||||
467.3 grams | 3.72 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2019 ✔