Summary for Test 2020-03-26-25-5
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214251 DEA: 030H5304 EFIS: 0315000203 |
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DIST-CO-RTE-PM | 03-SAC-80-15.0/17.2 |
Award Date | 09/27/2019 |
Closeout Date | 12/07/2021 |
Work Description | REPLACE WEIGH-IN-MOTION SYSTEM AND ADD A LANE INTO TRUCK SCALES. |
Location Description | SACRAMENTO COUNTY IN SACRAMENTO AND CITRUS HEIGHTS FROM 0.7 MILE EAST OF GREENBACK LANE OVERCROSSING TO 0.3 MILE EAST OF ANTELOPE ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 07/22/2019) |
Sample Information
Sample Taken Date | 03/26/2020 | Sample Unique Key | 25 |
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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 | 03/26/2020 |
Sample type | Verification | A brief description of the sample | 3/4 inch HMA w 15% RAP |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
First name of sampler or witnessed by | Walt | Last name of sampler or witnessed by | Wiley |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Perkins | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Teichert Perkins |
---|---|---|---|
Aggregate Size | Aggregate Source | ||
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2020-03-26-25
DIME Test ID: 2020-03-26-25-5
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-09-04
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: Jeff Herbert
Date of test: 04/13/2020
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: 97 %
Cumulative percent passing the #4 sieve: 69 %
Cumulative percent passing the #8 sieve: 48 %
Cumulative percent passing the #16 sieve: 37 %
Cumulative percent passing the #30 sieve: 28 %
Cumulative percent passing the #50 sieve: 21 %
Cumulative percent passing the #100 sieve: 15 %
Cumulative percent passing the #200 sieve: 10.7 %
General comments (publicly viewable) (Max 1000 characters): JMF 20-009
Test was verified on 9/4/2020 ✔