Summary for Test 2019-04-28-7-5
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 213912 DEA: 033H71U4 EFIS: 0319000051 |
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DIST-CO-RTE-PM | 03-BUT-70-8.8/12.1 |
Award Date | 05/09/2019 |
Closeout Date | 09/23/2021 |
Work Description | WIDEN RDWY, RDWY EX, HMA & MODIFY ELECT SYSTEM. |
Location Description | BUTTE COUNTY NEAR OROVILLE FROM 0.1 MILE SOUTH OF PALERMO ROAD TO 0.6 MILE NORTH OF OPHIR ROAD |
QA Service Level | 1 (Verified on 02/21/2019) |
Sample Information
Sample Taken Date | 04/28/2019 | 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 | 04/19/2019 |
Sample type | Quality Control | A brief description of the sample | JMF mix design data |
The quantity of what the sample constitutes | 1 production lot | From where was the sample collected | Source |
First name of sampler or witnessed by | Jon | Last name of sampler or witnessed by | Blumer |
Title of sampler | Telephone number of sampler | 916-386-6985 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Materials Hallwood | 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 Materials Hallwood |
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Aggregate Size | Unknown | Aggregate Source | Unknown |
RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2019-04-28-7
DIME Test ID: 2019-04-28-7-5
Testing Lab: Teichert Materials - Sacramento
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-05-29
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: Eric Gifford
Date of test: 04/19/2019
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: 95 %
Cumulative percent passing the 3/8 in. sieve: 82 %
Cumulative percent passing the #4 sieve: 53 %
Cumulative percent passing the #8 sieve: 38 %
Cumulative percent passing the #16 sieve: 28 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 15 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 8.3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/29/2019 ✔