Summary for Test 2019-04-17-24-1
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 | 04/17/2019 | Sample Unique Key | 24 |
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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 | 04/18/2019 |
Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA Aggregate (Virgin) |
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 | D77830A | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Shaw Pit Facility | Transportation Laboratory (TL) Number | 853328 |
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-S1a | Lot number | 0 |
Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-04-17-24
DIME Test ID: 2019-04-17-24-1
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: 2019-05-08
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: 04/19/2019
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
7251.4 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
103.0 grams | 98.6 % | |||||
1881.0 grams | 74.1 % | |||||
2721.0 grams | 62.5 % | |||||
3386 grams | 53.3 % | |||||
3913.0 grams | 46 % | |||||
213.8 grams | 26.6 % | |||||
323.9 grams | 16.6 % | |||||
382.9 grams | 11.2 % | |||||
414.1 grams | 8.4 % | |||||
433.6 grams | 6.6 % | |||||
446.5 grams | 5.47 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2019 ✔