Summary for Test 2020-07-30-18-2

Test performed: CTM 205-December 2010

Project Information

Project IdentifiersProject ID: 214605
DEA: 051K7904
EFIS: 0519000026
DIST-CO-RTE-PM05-SB-166-R51.1/55.0
Award Date02/26/2020
Closeout Date08/23/2021
Work DescriptionCOLD IN-PLACE RECYCLING AND RHMA OVERLAY.
Location DescriptionSANTA BARBARA COUNTY ABOUT 10 MILES WEST OF NEW CUYAMA FROM CUYAMA RIVER BRIDGE TO 3.1 MILES EAST OF COTTONWOOD CANYON ROAD
QA Service Level1 (Verified on 04/08/2020)

Sample Information

Sample Taken Date07/30/2020 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 testing08/03/2020
Sample typeAcceptance A brief description of the sampleShoulder Backing
The quantity of what the sample constitutesUnknown From where was the sample collectedJob Site
First name of sampler or witnessed bySal Last name of sampler or witnessed byLopez
Title of sampler Telephone number of sampler
Laboratory sample identificationD5 20-C-020 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalPortland Rocky Canyon Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-40-0013
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 collectedAt the 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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-07-30-18
DIME Test ID: 2020-07-30-18-2
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: CTM 205-December 2010: Method of Test for Determining Percentage of Crushed Particles
Test Release Date: 2020-08-04

Test Results


Will you be using 1/4 in. x No. 4 sieve?: No
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 08/04/2020
Percent Coarse Crushed: 99 %
Percent Fine Crushed: 1e15 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/4/2020