Summary for Test 2018-07-18-28-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 210794 DEA: 062HT104 EFIS: 0612000287 |
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DIST-CO-RTE-PM | 06-FRE-99-23.5/26.7 |
Award Date | 06/30/2016 |
Closeout Date | 09/16/2020 |
Work Description | (Alternative Delivery) Realign Freeway CONTACT SMR PRIOR TO PERFORMING ANY TESTING OR INSPECTION. CMGC PROJECT. Realign Route 99 between Ashlan Avenue and Olive Avenue to accommodate the High Speed Train (HST). |
Location Description | State Highway 99 in Fresno (Fresno County) from 0.2 miles North of Olive Ave over-crossing to 0.2 miles North of Ashlan Ave over-crossing. |
QA Service Level | 1 (Verified on 10/01/2015) |
Sample Information
Sample Taken Date | 07/18/2018 | Sample Unique Key | 28 |
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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 | 03/19/2019 |
Sample type | Dispute Resolution | A brief description of the sample | RHMA-G 3/4" PG64-16RB |
The quantity of what the sample constitutes | 1 bag coldfeed | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | unknown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan-Ashlan | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-10-0014::ROCKFIELD PLANT |
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The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | HMA Plant 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 | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2018-07-18-28
DIME Test ID: 2018-07-18-28-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-04-03
Test Results
What type of gradation is being tested?: Combined 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?: No
Input Type: Calculated
Tester's full name: Mike Magana
Date of test: 03/27/2019
Cumulative percent passing the 2 in. sieve: 100 %
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 %
Cumulative percent passing the 1/2 in. sieve: 80 %
Cumulative percent passing the 3/8 in. sieve: 57 %
Cumulative percent passing the #4 sieve: 24 %
Cumulative percent passing the #8 sieve: 16 %
Cumulative percent passing the #16 sieve: 13 %
Cumulative percent passing the #30 sieve: 9 %
Cumulative percent passing the #50 sieve: 5 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 1.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2019 ✔