Test 2020-06-25-48-3 (CTM 229-June 2011) Summary

Project Information
Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Sample Information
Sample Taken Date6/25/2020 Sample Unique Key48
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 testing6/25/2020
Sample typeAcceptance A brief description of the sample3/4" Shoulder Backing
The quantity of what the sample constitutesnot provided From where was the sample collectedJob Site
First name of sampler or witnessed byD Last name of sampler or witnessed byHarper
Title of sampler Laboratory sample identificationD78495
The fabricator/manufacturer/facility nameJF Shea Fawndale Transportation Laboratory (TL) Number717974
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-45-0017
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedFawndale Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2020-06-25-48
DIME Test ID: 2020-06-25-48-3
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 229-June 2011: Method of Test for Durability Index
Test Release Date: 2020-10-22
Test Results

What test(s) are being run?: Coarse durability and fine durability
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 06/25/2020
Sediment reading for coarse durability index: 10
Clay reading: 6.3
Sand reading: 3.9
Coarse durability index:74
Fine durability index:62
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/22/2020