Summary for Test 2019-04-25-16-2

Test performed: AASHTO T30-15

Project Information

Project IdentifiersProject ID: 210808
DEA: 020E0904
EFIS: 0200000016
DIST-CO-RTE-PM02-SHA-5-R29.3/R31.1,R45.0/R45.8
Award Date02/03/2016
Closeout Date10/21/2020
Work DescriptionREPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location DescriptionIN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
QA Service Level1 (Verified on 09/23/2015)

Sample Information

Sample Taken Date04/25/2019 Sample Unique Key16
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 testing04/25/2019
Sample typeVerification A brief description of the sample1/2-inch RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJosh Last name of sampler or witnessed byWilliams
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD77852B Linked DIME Sample ID
The fabricator/manufacturer/facility nameNorthstate Asphalt Transportation Laboratory (TL) Number001902
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceNorthstate Asphalt
Aggregate SizeCombined Aggregate SourceUnknown
RAP StockpileStatic Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-25-16
DIME Test ID: 2019-04-25-16-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-05-29

Test Results


Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 04/29/2019
Total mass of material in the sample: 1534.3 grams
Cumulative mass retained on the 2 in. sieve: 0 grams
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: 8.9 grams
Cumulative mass retained on the 1/2 in. sieve: 154.2 grams
Cumulative mass retained on the 3/8 in. sieve: 334.1 grams
Cumulative mass retained on the 1/4 in. sieve: 562.5 grams
Cumulative mass retained on the #4 sieve: 699.8 grams
Cumulative mass retained on the #8 sieve: 929.6 grams
Cumulative mass retained on the #16 sieve: 1094.7 grams
Cumulative mass retained on the #30 sieve: 1211.5 grams
Cumulative mass retained on the #50 sieve: 1302.6 grams
Cumulative mass retained on the #100 sieve: 1368.2 grams
Cumulative mass retained on the #200 sieve: 1408.4 grams
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: 99.4 %
Cumulative percent passing the 1/2 in. sieve: 89.9 %
Cumulative percent passing the 3/8 in. sieve: 78.2 %
Cumulative percent passing the 1/4 in. sieve: 63.3 %
Cumulative percent passing the #4 sieve: 54.4 %
Cumulative percent passing the #8 sieve: 39.4 %
Cumulative percent passing the #16 sieve: 28.7 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 15.1 %
Cumulative percent passing the #100 sieve: 10.8 %
Cumulative percent passing the #200 sieve: 8.21 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/29/2019