Summary for Test 2017-06-15-6-1
Test performed: CONCLP 3-16Project Information
| Project Identifiers | Project ID: 211902 DEA: 030G3404 EFIS: 0315000084 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV-80-R12.3/21.2 |
| Award Date | 02/16/2017 |
| Closeout Date | 08/03/2018 |
| Work Description | COLD PLANE AND PLACE POLYESTER CONCRETE INLAY AND HOT MIX ASPHALT |
| Location Description | NEVADA COUNTY IN AND NEAR TRUCKEE FROM 0.3 MILE WEST OF DONNER PARK OVERCROSSING TO TRUCKEE RIVER BRIDGE 17-0012 |
| QA Service Level | 1 (Verified on 09/15/2017) |
Sample Information
| Sample Taken Date | 06/15/2017 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/15/2017 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 2 tankers |
| From where was the sample collected | Source | First name of sampler or witnessed by | Chris |
| Last name of sampler or witnessed by | Nunes | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Kwik bond and Reichhold |
| Transportation Laboratory (TL) Number | Sacramento Caltrans lab | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1058241 |
|---|---|---|---|
| Batch Number | 1058241 | Mix number | 1058241 |
Test Details
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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 10/6/2017 ✔