Summary for Test 2018-02-27-14-2

Test performed: AASHTO T30-15

Project Information

Project IdentifiersProject ID: 212679
DEA: 023E7204
EFIS: 0200020154
DIST-CO-RTE-PM02-TEH-36-42.1/46.0
Award Date12/18/2017
Closeout Date08/07/2019
Work DescriptionCOLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK.
Location DescriptionTEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD
QA Service Level1 (Verified on 05/24/2018)

Sample Information

Sample Taken Date02/27/2018 Sample Unique Key14
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 testing02/27/2018
Sample typeVerification A brief description of the sampleCombined RAP
The quantity of what the sample constitutesJMF From where was the sample collectedManufacturer
First name of sampler or witnessed byCheryl Last name of sampler or witnessed byAbraham
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationD77291B Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameTullis, Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number852086
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceNorthstate Asphalt
Aggregate Size1/2-inch Aggregate SourceUnknown
RAP StockpileStatic Stockpile Size (tons)Unknown
JMF Verification ID JMF3513-2018-19 HMA PayNo

Test Details

DIME Sample ID: 2018-02-27-14
DIME Test ID: 2018-02-27-14-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2018-03-27

Test Results


Input Type: Measured
Tester's full name: Sweeny/Valasek
Date of test: 03/02/2018
Total mass of material in the sample: 1495.6 grams
Mass retained on the 2 in. sieve: no data
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 61 grams
Cumulative mass retained on the 3/8 in. sieve: 241 grams
Mass retained on the 1/4 in. sieve: 519.6 grams
Cumulative mass retained on the #4 sieve: 656.5 grams
Cumulative mass retained on the #8 sieve: 893.6 grams
Cumulative mass retained on the #16 sieve: 1059.3 grams
Cumulative mass retained on the #30 sieve: 1175.8 grams
Cumulative mass retained on the #50 sieve: 1267.3 grams
Cumulative mass retained on the #100 sieve: 1328.9 grams
Cumulative mass retained on the #200 sieve: 1368 grams
Cumulative percent passing the 2 in. sieve:no data
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:96 %
Cumulative percent passing the 3/8 in. sieve:84 %
Cumulative percent passing the 1/4 in. sieve:65 %
Cumulative percent passing the #4 sieve:56 %
Cumulative percent passing the #8 sieve:40 %
Cumulative percent passing the #16 sieve:29 %
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:9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/27/2018