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Sample Record for 2020-02-14-4

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Project Information

Project ID: 212993 DEA: 033F5304 EFIS: 0313000135 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-67.3
Work Description: ECHO SUMMIT BRIDGE IS A 24-FT WIDE, THREE-SPAN, REINFORCED CONCRETE GIRDER BRIDGE
Location Description: EL DORADO COUNTY NEAR MEYERS AT ECHO SUMMIT SIDEHILL VIADUCT
Contractor Name: Q & D CONSTRUCTION, INC
Contractor Address: 1050 S 21st STREET, SPARKS, NV 89431
Resident Engineer: Nathan Alterton Structure Rep.: Brandon Miller

Sample Information

DIME Sample ID: 2020-02-14-4
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: 02/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/14/2020
The quantity of what the sample constitutes: 18 totes
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers and Reichhold

Material Information

Mfg. Lot Number(s): 1234916
Batch number: 1234916
Mix number: 1234916
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2020-02-14-4-1
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 11/19/2021
Date Tested: 03/23/2020
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:
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 151 mm
Room Temperature 71.6 f
Tare weight no data0 grams
Initial weight 100.1 grams
Weight at 5 minutes 100.1 grams
Weight at 10 minutes 100 grams
Weight at 15 minutes 99.9 grams
Weight at 20 minutes 99.8 grams
Weight at 25 minutes 99.8 grams
Weight at 30 minutes 99.7 grams
Final weight 99.7 grams
Total weight loss 0.4 grams
Calculated radius of gallon can lid in cm 7.55 cm
Lid Factor 55.841 m^2
Volatile emission 22.336 grams/m^2

Test 2 of 5

DIME Test ID: 2020-02-14-4-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 11/19/2021
Date Tested: 04/01/2020
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 209

Test 3 of 5

DIME Test ID: 2020-02-14-4-3
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 11/19/2021
Date Tested: 04/01/2020
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:
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 1.08

Test 4 of 5

DIME Test ID: 2020-02-14-4-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 11/19/2021
Date Tested: 04/01/2020
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:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 44

Test 5 of 5

DIME Test ID: 2020-02-14-4-6
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Verified Date: 11/19/2021
Date Tested: 02/15/2020
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:
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1524 lb
Span length for Sample 1 9 in
Break location for Sample 1 bond
Specimen defects/notes for Sample 1 no data
Surface type for Sample 1 SSD
Modulus of rupture (R) for Sample 1 762 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1642 lb
Span length for Sample 2 9 in
Break location for Sample 2 bond
Specimen defects/notes for Sample 2 no data
Surface type for Sample 2 SSD
Modulus of rupture (R) for Sample 2 821 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1388 lb
Span length for Sample 3 9 in
Break location for Sample 3 bond
Specimen defects/notes for Sample 3 no data
Surface type for Sample 3 SSD
Modulus of rupture (R) for Sample 3 694 psi