Summary for Test 2017-06-14-10-1

Test performed: CONCLP 4-16

Project Information

Project IdentifiersProject ID: 211948
DEA: 073W2204
EFIS: 0716000011
DIST-CO-RTE-PM07-LA-210-R0.0/R15.8
Award Date02/15/2017
Closeout Date08/28/2019
Work DescriptionREPLACE BRIDGE APPROACH SLABS AND REHABILITATE DECKS.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES AND GLENDALE FROM NORTH CONNECTOR OVERCROSSING TO HONOLULU AVENUE UNDERCROSSING
QA Service Level1 (Verified on 04/20/2017)

Sample Information

Sample Taken Date06/14/2017 Sample Unique Key10
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 testing06/14/2017
Sample typeQuality Control A brief description of the sample2 pints 204,chp,zcure,8020
The quantity of what the sample constitutes25000 gal From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byNunes
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namekwik Bond, Benecia Transportation Laboratory (TL) NumberSacramento Caltrans lab
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeMethacrylate Mfg. Lot Number(s)17-30-289388
Batch number289388 Mix number289388

Test Details

DIME Sample ID: 2017-06-14-10
DIME Test ID: 2017-06-14-10-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: CONCLP 4-16: HMWM
Test Release Date: 2017-07-10

Test Results


Input Type: Calculated
Tester's full name: Mike Mullins
Date of test: 07/10/2017
Viscosity (ASTM D 2196) Brookfield RVT with UL adapter, 50 RPM @ 77 deg F, 25 max cps @ 77 deg F: 19.6 cps
Specific gravity (ASTM D 1475) 0.90 min @ 77 deg F: 1.09
Volatile content (ASTM D 2369) 30% max: 25.3 %
Flash point (ASTM D 3828) more than 180 deg F: 275 F
PCC - SSD bond strength (CA Test 551) 500 psi minimum @ 24 hours: 694 psi
Tack free time, 400 minutes max: 260 minutes
General comments (publicly viewable) (Max 1000 characters): accepted bond on suppliers Q.C. results

Test was verified on 7/10/2017