Summary for Test 2023-02-22-3-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029 |
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DIST-CO-RTE-PM | 03-SAC-50-L0.2/R6.1 |
Award Date | 06/30/2020 |
Closeout Date | Not set |
Work Description | Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC |
Location Description | FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE |
QA Service Level | 1 (Verified on 10/23/2019) |
Sample Information
Sample Taken Date | 02/22/2023 | Sample Unique Key | 3 |
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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 | 02/22/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA Aggregates |
The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Mahoney |
Title of sampler | Materials Tester | Telephone number of sampler | 5306325324 |
Laboratory sample identification | 2402 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Teichert Perkins - Continuous Plant | Transportation Laboratory (TL) Number | |
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) | 91-34-0053 |
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The fabricator's/manufacturer's product name for the sample | 3/4WMASPW/13RAP | The fabricator/manufacturer designation for the sample | Mix |
The plant number | A detailed description of where the material sample was collected | Autmoatic Sampler at Gencore Plant | |
Where the material sample would have been placed if not sampled | US50 Segment 1 | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Lot number | 1 | |
Sublot number | 1 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-02-22-3
DIME Test ID: 2023-02-22-3-1
Testing Lab: Blackburn Consulting
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-03-07
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): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: Paul Harting
Date of test: 02/23/2023
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: 98 %
Cumulative percent passing the 1/2 in. sieve: 84 %
Cumulative percent passing the 3/8 in. sieve: 71 %
Cumulative percent passing the #4 sieve: 45 %
Cumulative percent passing the #8 sieve: 27 %
Cumulative percent passing the #16 sieve: 20 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5.9 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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#204, 2-22-23, Combined grading Cold Feed, 03-0H08U4 | 309.04 KB | 03/07/2023 | 2023-02-22-3-1 | Info |
Test was verified on 3/7/2023 ✔