Sample Record

Owner Lab

  • CT D02 - North Region Materials Lab

DIME Sample ID 2020-06-10-44

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 214685
DEA: 024E46U4
EFIS: 0216000122
DIST-CO-RTE-PM02-LAS-36-6.0/14.6
Award Date05/08/2020
Closeout DateNot set
Work DescriptionREPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location DescriptionLASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date06/10/2020 Sample Unique Key44
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 testing06/11/2020
Sample typeVerification A brief description of the sampleFine RAP (3/8-inch)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byCGI Last name of sampler or witnessed byCGI
Title of sampler Telephone number of sampler
Laboratory sample identificationD78467B Linked DIME Sample ID
The fabricator/manufacturer/facility nameWard Lake Transportation Laboratory (TL) Number896984
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceWard Lake
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
JMF Verification ID JMF3513-2020-198

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-06-10-44-1AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)Ward JenkinsCT D02 - North Region Materials Lab06/13/2020Ward Jenkins
Yes
09/03/2020
2020-06-10-44-2AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Terry McCormickCT D02 - North Region Materials Lab06/13/2020Ward Jenkins
Yes
09/03/2020
2020-06-10-44-3AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Terry McCormickCT D02 - North Region Materials Lab06/13/2020Ward Jenkins
Yes
09/03/2020