Summary for Test 2019-05-23-18-2

Test performed: AASHTO T30-15

Project Information

Project IdentifiersProject ID: 211775
DEA: 024E6504
EFIS: 0212000012
DIST-CO-RTE-PM02-SIS-96-R52.5/88.4
Award Date07/10/2017
Closeout Date01/05/2021
Work DescriptionWIDEN BRIDGES,POLYESTER CONC OVERLAY,COLD PLANE AC PVMT,HMA,GUARDRAIL
Location DescriptionSISKIYOU COUNTY NEAR SEIAD VALLEY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF THOMPSON CREEK BRIDGE TO 0.2 MILE EAST OF BEAVER CREEK BRIDGE
QA Service Level1 (Verified on 08/23/2017)

Sample Information

Sample Taken Date05/23/2019 Sample Unique Key18
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 testing05/23/2019
Sample typeVerification A brief description of the sample3/8-inch Minus RAP (3/8-inch)
The quantity of what the sample constitutesJMF Modification From where was the sample collectedManufacturer
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byCurry
Title of sampler Telephone number of sampler
Laboratory sample identificationD77889B Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt Transportation Laboratory (TL) Number001377
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale
Aggregate SizeCombined 3/8-inch Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
JMF Verification ID JMF3513-2019-71

Test Details

DIME Sample ID: 2019-05-23-18
DIME Test ID: 2019-05-23-18-2
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: 2019-06-28

Test Results


Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 05/29/2019
Total mass of material in the sample: 1233 grams
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: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 18.1 grams
Mass retained on the 1/4 in. sieve: 210.2 grams
Cumulative mass retained on the #4 sieve: 363 grams
Cumulative mass retained on the #8 sieve: 618.8 grams
Cumulative mass retained on the #16 sieve: 801.3 grams
Cumulative mass retained on the #30 sieve: 922.1 grams
Cumulative mass retained on the #50 sieve: 1007 grams
Cumulative mass retained on the #100 sieve: 1065.4 grams
Cumulative mass retained on the #200 sieve: 1102.6 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:100 %
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:98.5 %
Cumulative percent passing the 1/4 in. sieve:83 %
Cumulative percent passing the #4 sieve:70.6 %
Cumulative percent passing the #8 sieve:49.8 %
Cumulative percent passing the #16 sieve:35 %
Cumulative percent passing the #30 sieve:25.2 %
Cumulative percent passing the #50 sieve:18.3 %
Cumulative percent passing the #100 sieve:13.6 %
Cumulative percent passing the #200 sieve:10.58 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/28/2019