Summary for Test 2020-03-13-13-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214817 DEA: 051H2304 EFIS: 0516000042 |
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DIST-CO-RTE-PM | 05-MON-218-R0.2/L0.9 |
Award Date | 11/08/2022 |
Closeout Date | Not set |
Work Description | CONSTRUCT CURB RAMPS AND SIDEWALK, MODIFY SIGNAL AND LIGHTING SYSTEMS. |
Location Description | MONTEREY COUNTY IN SEASIDE FROM DEL MONTE BOULEVARD TO FREMONT BOULEVARD |
QA Service Level | 1 (Verified on 08/31/2020) |
Sample Information
Sample Taken Date | 03/13/2020 | Sample Unique Key | 13 |
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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 | 03/16/2020 |
Sample type | Preliminary | A brief description of the sample | Native Soil |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jacob | Last name of sampler or witnessed by | Berven |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 20-D-012 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Earth | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
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 | WB Shoulder L 0.75 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2020-03-13-13
DIME Test ID: 2020-03-13-13-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-04-01
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: Daniel Gingras
Date of test: 03/23/2020
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 99 %
Cumulative percent passing the #16 sieve: 97 %
Cumulative percent passing the #30 sieve: 93 %
Cumulative percent passing the #50 sieve: 79 %
Cumulative percent passing the #100 sieve: 48 %
Cumulative percent passing the #200 sieve: 37.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/1/2020 ✔