Summary for Test 2020-07-30-18-1

Test performed: CTM 217-June 2011

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
Date that the sample was received by the laboratory/organization performing the testing08/03/2020 Sample typeDepartment Acceptance
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
Bid ItemNot set

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: 2020-07-30-18-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-08-04

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Daniel Gingras
Date of test: 08/04/2020
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 9.1
Sand reading (test 1): 2.7
Sand equivalent (test 1): 30
Sand equivalent before temperature correction: 30
Sand equivalent after temperature correction: 30
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/4/2020 ✔