Summary for Test 2017-07-27-19-1
Test performed: CTM 202-Oct 2014Project Information
Project Identifiers | Project ID: 209187 DEA: 04235624 EFIS: 0400000678 COOP: 042583 |
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DIST-CO-RTE-PM | 04-SCL,SM-101-52.0/52.6,0.0/0.6 |
Award Date | 04/28/2015 |
Closeout Date | 01/08/2020 |
Work Description | BRIDGE REPLACEMENT |
Location Description | SANTA CLARA AND SAN MATEO COUNTIES IN PALO ALTO AND EAST PALO ALTO FROM OREGON EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF UNIVERSITY AVENUE OVERCROSSING |
QA Service Level | 1 (Verified on 12/11/2013) |
Sample Information
Sample Taken Date | 07/27/2017 | Sample Unique Key | 19 |
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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 | 07/27/2017 |
Sample type | Quality Control | A brief description of the sample | 1x4 / WCS |
The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Hector | Last name of sampler or witnessed by | Avelica |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Vulcan | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-01-0010 |
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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 | Unknown |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1 inch |
The concrete mix design number | Unknown | Lot number | Not set |
Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2017-07-27-19
DIME Test ID: 2017-07-27-19-1
Testing Lab: Twining, Incorporated - Sacramento
Test Method: CTM 202-Oct 2014: Method of Test for Determining Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2018-03-02
Test Results
What size aggregate is being tested?: Combined Gradation
Input Type: Calculated
Tester's full name: Joshua Noegel
Date of test: 07/27/2017
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: 95 %
Cumulative percent passing the 1/2 in. sieve: 80 %
Cumulative percent passing the 3/8 in. sieve: 69 %
Cumulative percent passing the #4 sieve: 48 %
Cumulative percent passing the #8 sieve: 36 %
Cumulative percent passing the #16 sieve: 26 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 8 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 1.4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/23/2018 ✔