Summary for Test 2016-09-30-13-1
Test performed: CTM 202-Oct 2014Project Information
| Project Identifiers | Project ID: 209187 DEA: 04235624 EFIS: 0400000678 COOP: 042583 |
|---|---|
| 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 | 09/30/2016 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 09/30/2016 |
| 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 |
|---|---|---|---|
| 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 | Conveyor Belt |
| 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
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DIME Sample ID: 2016-09-30-13
DIME Test ID: 2016-09-30-13-1
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: Juan Gomez
Date of test: 10/04/2016
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: 74 %
Cumulative percent passing the 3/8 in. sieve: 61 %
Cumulative percent passing the #4 sieve: 45 %
Cumulative percent passing the #8 sieve: 35 %
Cumulative percent passing the #16 sieve: 27 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/23/2018 ✔