Summary for Test 2020-06-08-26-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214292 DEA: 060Q9004 EFIS: 0614000047 |
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DIST-CO-RTE-PM | 06-FRE-180-92.2,130.1 |
Award Date | 12/13/2019 |
Closeout Date | 10/29/2020 |
Work Description | REPLACE BRIDGE RAILS. |
Location Description | FRESNO COUNTY NEAR SQUAW VALLEY AT MILL CREEK BRIDGE AND NEAR BOYDEN CAVE AT SOUTH FORK KINGS RIVER BRIDGE |
QA Service Level | 1 (Verified on 08/05/2019) |
Sample Information
Sample Taken Date | 06/08/2020 | Sample Unique Key | 26 |
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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 | 06/05/2020 |
Sample type | Quality Control | A brief description of the sample | 1x4, 3/8, Sand |
The quantity of what the sample constitutes | 3 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Elwin | Last name of sampler or witnessed by | Garcia |
Title of sampler | QC Technician | Telephone number of sampler | 5592922188 |
Laboratory sample identification | 20-166 Combined | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Outback Materials | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 10-42-0080 | |
Structure name | Mill Creek Bridge |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-10-0005::COALINGA PIT #1 |
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The fabricator's/manufacturer's product name for the sample | 1x4 Gravel 3/8 Pea Gravel Concrete sand | The fabricator/manufacturer designation for the sample | Mill Creek Bridge |
The plant number | 106 | A detailed description of where the material sample was collected | Belt Cut |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1 inch |
The concrete mix design number | 72T1X10 | Lot number | 1 |
Sublot number | 1 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-06-08-26
DIME Test ID: 2020-06-08-26-1
Testing Lab: Trinity Engineering Laboratories, Incorporated - Fresno
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-06-17
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Matthew Horn
Date of test: 06/05/2020
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
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: 94 %
Cumulative percent passing the 1/2 in. sieve: 75 %
Cumulative percent passing the 3/8 in. sieve: 59 %
Cumulative percent passing the #4 sieve: 44 %
Cumulative percent passing the #8 sieve: 33 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/17/2020 ✔