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Sample Record for 2019-03-01-7

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Project Information

Project ID: 212872 DEA: 07302204 EFIS: 0713000481 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-126-0.0/R13.6
Work Description: PLACE HOT MIX ASPHALT AND INDIVIDUAL SLAB REPLACEMENT.
Location Description: VENTURA COUNTY IN VENTURA AND SANTA PAULA FROM ROUTE 126/101 SEPARATION TO HAUN CREEK BRIDGE
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: 28548 LIVINGSTON AVENUE, VALENCIA CA 91355
Resident Engineer: Hector Arroyo Structure Rep.: Pantaleon Riverra Iii

Sample Information

DIME Sample ID: 2019-03-01-7
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: 03/01/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/01/2019
The quantity of what the sample constitutes: 80 drums
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 and Reichhold

Material Information

Mfg. Lot Number(s): 1170341
Batch number: 1170341
Mix number: 1170341

Test Results

Test 1 of 6

DIME Test ID: 2019-03-01-7-1
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/25/2019
Date Tested: 03/13/2019
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) 227-7283
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 72 f
Tare weight no data
Initial weight 100 grams
Weight at 5 minutes 99.8 grams
Weight at 10 minutes 99.7 grams
Weight at 15 minutes 99.7 grams
Weight at 20 minutes 99.6 grams
Weight at 25 minutes 99.5 grams
Weight at 30 minutes 99.4 grams
Final weight 99.4 grams
Total weight loss 0.6 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 32.254 grams/m^2

Test 2 of 6

DIME Test ID: 2019-03-01-7-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/25/2019
Date Tested: 03/25/2019
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) 227-7283
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: 2019-03-01-7-3
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/25/2019
Date Tested: 03/25/2019
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) 227-7283
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 92

Test 4 of 6

DIME Test ID: 2019-03-01-7-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/25/2019
Date Tested: 03/25/2019
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) 227-7283
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46

Test 5 of 6

DIME Test ID: 2019-03-01-7-5
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/25/2019
Date Tested: 03/25/2019
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) 227-7283
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 6
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.492 in
Sample 1 Ultimate strength 2806.5 psi
Sample 1 Thickness 0.252 in
Sample 1 Area 0.124 in^2
Sample 1 Ultimate Strength Actual 348 lbs
Sample 1 percent elongation 55.4 %
Sample 1 Time 4 MM:SS
Sample 2 Width 0.492 in
Sample 2 Thickness 0.257 in
Sample 2 Area 0.1264 in^2
Sample 2 Ultimate strength 2988.9 psi
Sample 2 Ultimate Strength Actual 377.8 lbs
Sample 2 percent elongation 61.7 %
Sample 2 Time 4 MM:SS
Sample 3 Width 0.492 in
Sample 3 Thickness 0.257 in
Sample 3 Area 0.1264 in^2
Sample 3 Ultimate strength 2795.1 psi
Sample 3 Ultimate Strength Actual 353.3 lbs
Sample 3 percent elongation 51.2 %
Sample 3 Time 3 MM:SS
Sample 4 Width 0.493 in
Sample 4 Thickness 0.257 in
Sample 4 Area 0.1267 in^2
Sample 4 Ultimate strength 3064.7 psi
Sample 4 Ultimate Strength Actual 388.3 lbs
Sample 4 percent elongation 61.8 %
Sample 4 Time 4 MM:SS
Sample 5 Width 0.492 in
Sample 5 Thickness 0.258 in
Sample 5 Area 0.1269 in^2
Sample 5 Ultimate strength 3157.6 psi
Sample 5 Ultimate Strength Actual 400.7 lbs
Sample 5 percent elongation 63.4 %
Sample 5 Time 4 MM:SS
Sample 6 Width 0.496 in
Sample 6 Thickness 0.262 in
Sample 6 Area 0.13 in^2
Sample 6 Ultimate strength 2874.6 psi
Sample 6 Ultimate Strength Actual 373.7 lbs
Sample 6 percent elongation 56.9 %
Sample 6 Time 4 MM:SS
Ultimate Strength Average 2948 psi
Percent Elongation Average 58 %

Test 6 of 6

DIME Test ID: 2019-03-01-7-6
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: 03/25/2019
Date Tested: 03/25/2019
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) 227-7283
General Comments for this Test: Defective bank used
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24HR
Maximum applied load (P) for Sample 1 1418 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 1 709 psi
Curing history for Sample 2 24HR
Maximum applied load (P) for Sample 2 1089 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 2 544.5 psi
Curing history for Sample 3 24 hrs
Maximum applied load (P) for Sample 3 0 lb
Span length for Sample 3 9 in
Break location for Sample 3 PCC
Specimen defects/notes for Sample 3 BAD BREAK
Surface type for Sample 3 SSD
Modulus of rupture (R) for Sample 3 0 psi

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.