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Sample Record for 2021-12-03-9

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Project Information

Project ID: 213406 DEA: 030F2504 EFIS: 0300000075 QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL,SAC-80-R11.1/R11.7,M0.0/M0.5
Work Description: SAC RIVER BOH (BRYTE BEND)
Location Description: SACRAMENTO AND YOLO COUNTIES IN WEST SACRAMENTO AND SACRAMENTO FROM 0.1 MILE WEST OF REED AVENUE UNDERCROSSING TO 0.1 MILE EAST OF SACRAMENTO RIVER BRIDGE AND OVERHEAD
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Ephrem Teweldeberhan Structure Rep.: Brent Bullard

Sample Information

DIME Sample ID: 2021-12-03-9
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: 12/03/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/03/2021
The quantity of what the sample constitutes: 1 Tanker 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 Polynt

Material Information

Mfg. Lot Number(s): 1376734
Batch number: 1376734
Mix number: 1376734

Test Results

Test 1 of 6

DIME Test ID: 2021-12-03-9-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 12/27/2021
Date Tested: 12/27/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd.,
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 90

Test 2 of 6

DIME Test ID: 2021-12-03-9-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 12/27/2021
Date Tested: 12/27/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd.,
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) 9

Test 3 of 6

DIME Test ID: 2021-12-03-9-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/27/2021
Date Tested: 12/27/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd.,
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 Based On Supplier Results.
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 5
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.487 in
Sample 1 Ultimate strength 3413.6 psi
Sample 1 Thickness 0.246 in
Sample 1 Area 0.1198 in^2
Sample 1 Ultimate Strength Actual 408.949 lbs
Sample 1 percent elongation 60.52 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.489 in
Sample 2 Thickness 0.253 in
Sample 2 Area 0.1237 in^2
Sample 2 Ultimate strength 3321.8 psi
Sample 2 Ultimate Strength Actual 410.907 lbs
Sample 2 percent elongation 55.71 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.485 in
Sample 3 Thickness 0.254 in
Sample 3 Area 0.1232 in^2
Sample 3 Ultimate strength 3344.8 psi
Sample 3 Ultimate Strength Actual 412.079 lbs
Sample 3 percent elongation 55.2 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.256 in
Sample 4 Area 0.1247 in^2
Sample 4 Ultimate strength 3325.4 psi
Sample 4 Ultimate Strength Actual 414.677 lbs
Sample 4 percent elongation 54.23 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.487 in
Sample 5 Thickness 0.254 in
Sample 5 Area 0.1237 in^2
Sample 5 Ultimate strength 3392.9 psi
Sample 5 Ultimate Strength Actual 419.702 lbs
Sample 5 percent elongation 63.54 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 3360 psi
Percent Elongation Average 58 %

Test 4 of 6

DIME Test ID: 2021-12-03-9-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 12/27/2021
Date Tested: 12/27/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd.,
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 46.55

Test 5 of 6

DIME Test ID: 2021-12-03-9-5
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: 12/27/2021
Date Tested: 12/27/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd.,
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 Based On Supplier Results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1183.55 lb
Span length for Sample 1 9 in
Break location for Sample 1 PCC
Specimen defects/notes for Sample 1 no data
Surface type for Sample 1 SSD
Modulus of rupture (R) for Sample 1 591.774 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1140.14 lb
Span length for Sample 2 9 in
Break location for Sample 2 PCC
Specimen defects/notes for Sample 2 no data
Surface type for Sample 2 SSD
Modulus of rupture (R) for Sample 2 570.072 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1118.13 lb
Span length for Sample 3 9 in
Break location for Sample 3 PCC
Specimen defects/notes for Sample 3 no data
Surface type for Sample 3 SSD
Modulus of rupture (R) for Sample 3 559.063 psi

Test 6 of 6

DIME Test ID: 2021-12-03-9-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 12/27/2021
Date Tested: 12/27/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd.,
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 Based On Supplier Results.
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 75 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.94 grams
Weight at 10 minutes 99.883 grams
Weight at 15 minutes 99.83 grams
Weight at 20 minutes 99.778 grams
Weight at 25 minutes 99.726 grams
Weight at 30 minutes 99.674 grams
Final weight 99.67 grams
Total weight loss 0.33 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 17.74 grams/m^2