Summary for Test 2016-08-01-7-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 210696 DEA: 080M2804 EFIS: 0800000472 |
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DIST-CO-RTE-PM | 08-SBD-15-171.8/173.8 |
Award Date | 11/04/2015 |
Closeout Date | 08/21/2018 |
Work Description | BRIDGE REPLACEMENT AND WIDEN, CONC AND HMA PVMT, COLD PLANE AC PVMT. |
Location Description | In SBD County |
QA Service Level | 1 (Verified on 10/19/2015) |
Sample Information
Sample Taken Date | 08/01/2016 | Sample Unique Key | 7 |
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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 | 08/02/2016 |
Sample type | Acceptance | A brief description of the sample | Structure Backfill |
The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Rene | Last name of sampler or witnessed by | Unknown |
Title of sampler | Field Technician | Telephone number of sampler | Unknown |
Laboratory sample identification | 6302B | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Native Material | Transportation Laboratory (TL) Number | C 974880 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
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The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | Sta 85 50 to 86 25 Stockpile |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2016-08-01-7
DIME Test ID: 2016-08-01-7-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-06-06
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: Jose Guzman
Date of test: 08/08/2016
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: 98 %
Cumulative percent passing the 1 in. sieve: 96 %
Cumulative percent passing the 3/4 in. sieve: 92 %
Cumulative percent passing the 1/2 in. sieve: 86 %
Cumulative percent passing the 3/8 in. sieve: 82 %
Cumulative percent passing the #4 sieve: 70 %
Cumulative percent passing the #8 sieve: 58 %
Cumulative percent passing the #16 sieve: 46 %
Cumulative percent passing the #30 sieve: 36 %
Cumulative percent passing the #50 sieve: 27 %
Cumulative percent passing the #100 sieve: 20 %
Cumulative percent passing the #200 sieve: 15 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2019 ✔