Summary for Test 2021-04-12-57-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 |
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DIST-CO-RTE-PM | 02-SIS-96,263-103.1/103.6,56.8/57.2 |
Award Date | 12/14/2018 |
Closeout Date | 12/01/2021 |
Work Description | BRIDGE REPLACEMENT |
Location Description | SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96 |
QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
Sample Taken Date | 04/12/2021 | Sample Unique Key | 57 |
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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 | 04/12/2021 |
Sample type | Acceptance | A brief description of the sample | Lime Treated, Virgin 3/4-inch Type A Aggregate (Cold Feed) |
The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Randy | Last name of sampler or witnessed by | X |
Title of sampler | CGI | Telephone number of sampler | |
Laboratory sample identification | D78772A | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 897284 |
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 |
---|---|---|---|
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 | Cold Feed Sampling Device at Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | JMF 18-03-P02m | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-04-12-57
DIME Test ID: 2021-04-12-57-1
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: 2021-05-21
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: D. Valasek and Rios Dorado
Date of test: 04/13/2021
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
5975.1 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
157.0 grams | 97.4 % | |||||
1537.0 grams | 74.3 % | |||||
2159.0 grams | 63.9 % | |||||
2872 grams | 51.9 % | |||||
3240.0 grams | 45.8 % | |||||
189.0 grams | 29.1 % | |||||
314.7 grams | 18 % | |||||
381.5 grams | 12.1 % | |||||
417.3 grams | 8.9 % | |||||
440.2 grams | 6.9 % | |||||
453.8 grams | 5.68 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/21/2021 ✔