Summary for Test 2016-10-05-10-5

Test performed: CONCLP 3-16

Project Information

Project IdentifiersProject ID: 209732
DEA: 072881U4
EFIS: 0714000085
DIST-CO-RTE-PM07-LA-210-R16.1/R25.8
Award Date02/06/2015
Closeout Date02/18/2020
Work DescriptionCONSTRUCT CONCRETE PAVEMENT, PRECAST CONCRETE PANELS, AND SLABS.
Location DescriptionLOS ANGELES COUNTY IN LA CANADA FLINTRIDGE, GLENDALE AND PASADENA FROM DUNSMORE AVENUE UNDERCROSSING TO NORTH LOS ROBLES AVENUE OVERCROSSING
QA Service Level1 (Verified on 11/04/2014)

Sample Information

Sample Taken Date10/05/2016 Sample Unique Key10
Date that the sample was received by the laboratory/organization performing the testing10/05/2016 Sample typeQuality Control
A brief description of the samplepolyester resin The quantity of what the sample constitutes80 drums
From where was the sample collectedSource First name of sampler or witnessed byRandy
Last name of sampler or witnessed bySlezak Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility namereichhold azusa
Transportation Laboratory (TL) NumberC594910 Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)00001005302
Batch Number00001005302 Mix number

Test Details

DIME Sample ID: 2016-10-05-10
DIME Test ID: 2016-10-05-10-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: CONCLP 3-16: Polyester Resin
Test Release Date: 2016-10-24

Test Results


Input Type: Calculated
Tester's full name: Mike Mullins
Date of test: 10/13/2016
Viscosity ASTM D 2196, RVT, No. 1 spindle 75 to 200 cps @ 20 RPM, 77°F: 105 cps
Specific gravity ASTM D 1475 1.05 to 1.10 @ 77°F: 1.08
Conditioning (18/25/50 + 5/70) Elogation ASTM D 638, minimum 35%: 56.4 %
Tensile Strength ASTM D 638 Type 1 @ 0.45 in/min, minimum 2500 psi: 2835 psi
Styrene ASTM D 2369 40% to 50 %: 43 %
PCC - SSD bond strength CTM 551 500 psi minimun @ 24 hours: 702 psi
Static Volatile Emissions, SCAQMD 309-91, maximum loss 1.0 grams: 0.4 grams
General comments (publicly viewable) (Max 1000 characters): bond beam results from supplier

Test was verified on 10/24/2016 ✔