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Sample Record for 2019-07-19-22

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Project Information

Project ID: 211538 DEA: 043G59U4 EFIS: 0415000066 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-205-0.0/1.004-Ala-580-0.0/8.0,26.1/30.310-SJ-580-13.5/15.4
Work Description: HMA PAVING, REPLACE APPROACH AND PCC SLABS, PRECAST CONCRETE PAVEMENT.
Location Description: ALAMEDA AND SAN JOAQUIN COUNTIES ON ROUTE 580 FROM PATTERSON PASS ROAD OVERCROSSING TO GREENVILLE ROAD OVERHEAD AND FROM EDEN CANYON ROAD UNDERCROSSING TO STROBRIDGE AVENUE UNDERCROSSING ON ROUTE 205 FROM SAN JOAQUIN COUNTY LINE TO MIDWAY ROAD UNDERCROSSI
Contractor Name: BAY CITIES PAVING & GRADING INC
Contractor Address: P O BOX 6227, CONCORD CA 94524
Resident Engineer: Eddie Dike Structure Rep.: John Parecadan

Sample Information

DIME Sample ID: 2019-07-19-22
TL Number from the TL Form:
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: 07/19/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/20/2019
The quantity of what the sample constitutes: 33 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): 1195730
Batch number: 1195730
Mix number: 1195730

Test Results

Test 1 of 6

DIME Test ID: 2019-07-19-22-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/15/2019
Date Tested: 08/26/2019
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: larry.mccrum@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 2 of 6

DIME Test ID: 2019-07-19-22-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/15/2019
Date Tested: 08/26/2019
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: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 102.5

Test 3 of 6

DIME Test ID: 2019-07-19-22-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/15/2019
Date Tested: 08/26/2019
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: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Mean of two volatile content determination 44.6

Test 4 of 6

DIME Test ID: 2019-07-19-22-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/15/2019
Date Tested: 08/26/2019
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: larry.mccrum@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 0.486 in
Sample 1 Ultimate strength 3527.6 psi
Sample 1 Thickness 0.25 in
Sample 1 Area 0.1215 in^2
Sample 1 Ultimate Strength Actual 428.6 lbs
Sample 1 percent elongation 65.4 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.486 in
Sample 2 Thickness 0.245 in
Sample 2 Area 0.1191 in^2
Sample 2 Ultimate strength 3481.1 psi
Sample 2 Ultimate Strength Actual 414.6 lbs
Sample 2 percent elongation 65.7 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.485 in
Sample 3 Thickness 0.252 in
Sample 3 Area 0.1222 in^2
Sample 3 Ultimate strength 3409.2 psi
Sample 3 Ultimate Strength Actual 416.6 lbs
Sample 3 percent elongation 65.9 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.25 in
Sample 4 Area 0.1215 in^2
Sample 4 Ultimate strength 3614.8 psi
Sample 4 Ultimate Strength Actual 439.2 lbs
Sample 4 percent elongation 67.8 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.251 in
Sample 5 Area 0.122 in^2
Sample 5 Ultimate strength 3259.8 psi
Sample 5 Ultimate Strength Actual 397.7 lbs
Sample 5 percent elongation 64.5 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.485 in
Sample 6 Thickness 0.242 in
Sample 6 Area 0.1174 in^2
Sample 6 Ultimate strength 3590.3 psi
Sample 6 Ultimate Strength Actual 421.5 lbs
Sample 6 percent elongation 69.6 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3480 psi
Percent Elongation Average 66 %

Test 5 of 6

DIME Test ID: 2019-07-19-22-5
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: 10/15/2019
Date Tested: 08/26/2019
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: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
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 1133 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 1 566.5 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1157 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 2 578.5 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1146 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 3 573 psi

Test 6 of 6

DIME Test ID: 2019-07-19-22-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/15/2019
Date Tested: 08/26/2019
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: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 154.9 mm
Room Temperature 72.7 f
Tare weight no data
Initial weight 100 grams
Weight at 5 minutes 99.9 grams
Weight at 10 minutes 99.8 grams
Weight at 15 minutes 99.7 grams
Weight at 20 minutes 99.6 grams
Weight at 25 minutes 99.6 grams
Weight at 30 minutes 99.5 grams
Final weight 99.5 grams
Total weight loss 0.5 grams
Calculated radius of gallon can lid in cm 7.745 cm
Lid Factor 53.065 m^2
Volatile emission 26.533 grams/m^2

Tests Assigned to this Sample

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