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Sample Record for 2017-03-27-2

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Project Information

Project ID: 211504 DEA: 060N9904 EFIS: 0612000114 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,MAD-41U-33.1/33.4,0.0/0.3
Work Description: BRIDGE SCOUR MITIGATION, SEISMIC RETROFIT AND UPGRADE RAIL.
Location Description: FRESNO AND MADERA COUNTIES NEAR FRESNO FROM 0.1 MILE NORTH OF PERRIN ROAD UNDERCROSSING TO 0.1 MILE SOUTH OF AVENUE 9 UNDERCROSSING
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: 11315 SUNRISE GOLD CIR. #A, RANCHO CORDOVA CA 95742
Resident Engineer: Mark Mengoni Structure Rep.: ML Bloom

Sample Information

DIME Sample ID: 2017-03-27-2
TL Number from the TL Form: c594923
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 594-1991
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 03/27/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/27/2017
The quantity of what the sample constitutes: 80 drums
A brief description of the sample: polyester resin
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: kwik Bond, Benecia

Material Information

Mfg. Lot Number(s): 1039800
Batch number: 1039800
Mix number: 3232

Test Results

Test 1 of 1

DIME Test ID: 2017-03-27-2-1
Test Method: CONCLP 3-16: Polyester Resin
Verified Date: 05/25/2017
Date Tested: 03/30/2017
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: accepted on QC results
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity ASTM D 2196, RVT, No. 1 spindle 75 to 200 cps @ 20 RPM, 77°F 104 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% 61 %
Tensile Strength ASTM D 638 Type 1 @ 0.45 in/min, minimum 2500 psi 2733 psi
Styrene ASTM D 2369 40% to 50 % 38.3 %
PCC - SSD bond strength CTM 551 500 psi minimun @ 24 hours 606 psi
Static Volatile Emissions, SCAQMD 309-91, maximum loss 1.0 grams 0.14 grams