Test 2017-06-15-6-1 (CONCLP 3-16) Summary

Project Information
Project IdentifiersProject ID: 211902
DEA: 030G3404
EFIS: 0315000084
DIST-CO-RTE-PM03-NEV-80-R12.3/21.2
Work DescriptionCOLD PLANE AND PLACE POLYESTER CONCRETE INLAY AND HOT MIX ASPHALT
Location DescriptionNEVADA COUNTY IN AND NEAR TRUCKEE FROM 0.3 MILE WEST OF DONNER PARK OVERCROSSING TO TRUCKEE RIVER BRIDGE 17-0012
Sample Information
Sample Taken Date6/15/2017 Sample Unique Key6
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 testing6/15/2017
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes2 tankers From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byNunes
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameKwik bond and Reichhold 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 TypePolyester Mfg. Lot Number(s)1058241
Batch number1058241 Mix number1058241
Test Details
DIME Sample ID: 2017-06-15-6
DIME Test ID: 2017-06-15-6-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: CONCLP 3-16: Polyester Resin
Test Release Date: 2017-10-06
Test Results

Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 10/06/2017
Viscosity ASTM D 2196, RVT, No. 1 spindle 75 to 200 cps @ 20 RPM, 77°F: 174 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%: 19.2 %
Tensile Strength ASTM D 638 Type 1 @ 0.45 in/min, minimum 2500 psi: 6723 psi
Styrene ASTM D 2369 40% to 50 %: 43 %
PCC - SSD bond strength CTM 551 500 psi minimun @ 24 hours: 0 psi
Static Volatile Emissions, SCAQMD 309-91, maximum loss 1.0 grams: 0.7 grams
General comments (publicly viewable) (Max 1000 characters): PPC 1021 for wheel lanes no bond test needed 3500psi min. on elongation

Test was verified on 10/06/2017