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Sample Record for 2017-06-15-6

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 211902 DEA: 030G3404 EFIS: 0315000084 QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-80-R12.3/21.2
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
Contractor Name: Q & D CONSTRUCTION, INC
Contractor Address: 1050 S 21st STREET, SPARKS, NV 89431
Resident Engineer: Tim Crosby Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-06-15-6
TL Number from the TL Form: Sacramento Caltrans lab
Sample Submitted By Organization: Kwik Bond Polymers
Sample Organization Contact: (760) 518-6064
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 06/15/2017
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2017
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik bond and Reichhold

Material Information

Mfg. Lot Number(s): 1058241
Batch number: 1058241
Mix number: 1058241
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2017-06-15-6-1
Test Method: CONCLP 3-16: Polyester Resin
Verified Date: 10/06/2017
Date Tested: 10/06/2017
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: PPC 1021 for wheel lanes no bond test needed 3500psi min. on elongation
Test Result Compliance:
Additional Comments When Verified:
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 no data0 psi
Static Volatile Emissions, SCAQMD 309-91, maximum loss 1.0 grams 0.7 grams