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Sample Record for 2019-04-05-13

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Project Information

Project ID: 212956 DEA: 080R3404 EFIS: 0812000072 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-38-30.9
Work Description: BRIDGE REHABILITATION AND UPGRADE BRIDGE RAILING TO STANDARDS
Location Description: SAN BERNARDINO COUNTY NEAR ANGELUS OAKS AT SANTA ANA RIVER BRIDGERAM
Contractor Name: RSB GROUP, INC.
Contractor Address: 20331 Lake Forest Dr, Lake Forest, CA 92630
Resident Engineer: Ken Tran Structure Rep.: Sylvia Stracner

Sample Information

DIME Sample ID: 2019-04-05-13
TL Number from the TL Form: Vendor submitted
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 594-1991
Type of Sample: Quality Assurance
Type of Material: Polyester
Sample Taken Date: 04/05/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/05/2019
The quantity of what the sample constitutes: 1 gal.
A brief description of the sample: polyester
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Supplier

Material Information

Mfg. Lot Number(s): 087-135
Batch number: 00000
Mix number: 3368
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2019-04-05-13-1
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 04/23/2019
Date Tested: 04/16/2019
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) 227-5716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 70.5 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.8 grams
Weight at 10 minutes 99.7 grams
Weight at 15 minutes 99.6 grams
Weight at 20 minutes 99.5 grams
Weight at 25 minutes 99.4 grams
Weight at 30 minutes 99.3 grams
Final weight 99.3 grams
Total weight loss 0.7 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 37.63 grams/m^2

Test 2 of 6

DIME Test ID: 2019-04-05-13-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 04/23/2019
Date Tested: 04/23/2019
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) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9.1

Test 3 of 6

DIME Test ID: 2019-04-05-13-3
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 04/23/2019
Date Tested: 04/23/2019
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) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 161

Test 4 of 6

DIME Test ID: 2019-04-05-13-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 04/23/2019
Date Tested: 04/23/2019
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) 227-5716
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 0.495 in
Sample 1 Ultimate strength 2621.5 psi
Sample 1 Thickness 0.252 in
Sample 1 Area 0.1247 in^2
Sample 1 Ultimate Strength Actual 326.9 lbs
Sample 1 percent elongation 64 %
Sample 1 Time 5 MM:SS
Sample 2 Width 0.495 in
Sample 2 Thickness 0.256 in
Sample 2 Area 0.1267 in^2
Sample 2 Ultimate strength 2543.8 psi
Sample 2 Ultimate Strength Actual 322.3 lbs
Sample 2 percent elongation 67.1 %
Sample 2 Time 5 MM:SS
Sample 3 Width 0.494 in
Sample 3 Thickness 0.241 in
Sample 3 Area 0.1191 in^2
Sample 3 Ultimate strength 2827.9 psi
Sample 3 Ultimate Strength Actual 336.8 lbs
Sample 3 percent elongation 70.2 %
Sample 3 Time 6 MM:SS
Sample 4 Width 0.494 in
Sample 4 Thickness 0.248 in
Sample 4 Area 0.1225 in^2
Sample 4 Ultimate strength 2842.4 psi
Sample 4 Ultimate Strength Actual 348.2 lbs
Sample 4 percent elongation 73.9 %
Sample 4 Time 6 MM:SS
Sample 5 Width 0.494 in
Sample 5 Thickness 0.251 in
Sample 5 Area 0.124 in^2
Sample 5 Ultimate strength 2496 psi
Sample 5 Ultimate Strength Actual 309.5 lbs
Sample 5 percent elongation 73.9 %
Sample 5 Time 6 MM:SS
Sample 6 Width 0.494 in
Sample 6 Thickness 0.254 in
Sample 6 Area 0.1255 in^2
Sample 6 Ultimate strength 2799.2 psi
Sample 6 Ultimate Strength Actual 351.3 lbs
Sample 6 percent elongation 69.7 %
Sample 6 Time 6 MM:SS
Ultimate Strength Average 2688 psi
Percent Elongation Average 70 %

Test 5 of 6

DIME Test ID: 2019-04-05-13-5
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: 04/23/2019
Date Tested: 04/23/2019
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) 227-5716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1000 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 1 500 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 648 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 2 324 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1358 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 3 679 psi

Test 6 of 6

DIME Test ID: 2019-04-05-13-6
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 04/23/2019
Date Tested: 04/23/2019
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) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 41.5