Summary for Test 2020-03-26-25-5

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214251
DEA: 030H5304
EFIS: 0315000203
DIST-CO-RTE-PM03-SAC-80-15.0/17.2
Award Date09/27/2019
Closeout Date12/07/2021
Work DescriptionREPLACE WEIGH-IN-MOTION SYSTEM AND ADD A LANE INTO TRUCK SCALES.
Location DescriptionSACRAMENTO 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 Level1 (Verified on 07/22/2019)

Sample Information

Sample Taken Date03/26/2020 Sample Unique Key25
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 testing03/26/2020
Sample typeVerification A brief description of the sample3/4 inch HMA w 15% RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byWalt Last name of sampler or witnessed byWiley
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Perkins Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTeichert Perkins
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot 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