Summary for Test 2020-06-18-43-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
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DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
Award Date | 11/06/2018 |
Closeout Date | 08/16/2023 |
Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 06/18/2020 | Sample Unique Key | 43 |
---|---|---|---|
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 | 06/19/2020 |
Sample type | Acceptance | A brief description of the sample | Structure Backfill |
The quantity of what the sample constitutes | not provided | From where was the sample collected | Job Site |
First name of sampler or witnessed by | A | Last name of sampler or witnessed by | Ortiz |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78490 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | JF Shea Construction | Transportation Laboratory (TL) Number | 037351 |
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 | |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Job Site Stockpile | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2020-06-18-43
DIME Test ID: 2020-06-18-43-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-10-15
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: Arthur Mills
Date of test: 06/20/2020
Cumulative percent passing the 3 in. sieve: 90 %
Cumulative percent passing the 2 1/2 in. sieve: 89 %
Cumulative percent passing the 2 in. sieve: 85 %
Cumulative percent passing the 1 1/2 in. sieve: 82 %
Cumulative percent passing the 1 in. sieve: 78 %
Cumulative percent passing the 3/4 in. sieve: 73 %
Cumulative percent passing the 1/2 in. sieve: 66 %
Cumulative percent passing the 3/8 in. sieve: 62 %
Cumulative percent passing the #4 sieve: 53 %
Cumulative percent passing the #8 sieve: 46 %
Cumulative percent passing the #16 sieve: 41 %
Cumulative percent passing the #30 sieve: 35 %
Cumulative percent passing the #50 sieve: 30 %
Cumulative percent passing the #100 sieve: 26 %
Cumulative percent passing the #200 sieve: 22 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2020 ✔