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Sample Record for 2019-03-20-8

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-03-20-8
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM2 - Type B Elastomeric Joint Seal
Sample Taken Date: 03/20/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/22/2019
The quantity of what the sample constitutes: 600ft
A brief description of the sample: 5in Joint Seal
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Watson Bowman

Material Information

Mfg. Lot Number(s): 0919171
Manufacturer(s): Watson Bowman
Temperature: 72
Humidity: 50
Comments: Unknown
Joint Seal Size: 5.0
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2019-03-20-8-1
Test Method: CTM 673-July 2012: Method of Determining Movement Rating of Type B1 and B2 Preformed Elastomeric Joint Seals
Verified Date: 04/09/2019
Date Tested: 03/28/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
UTM 11KIP
Temperature 72 ?F
Humidity 50 %
Load at W1 122.035 lbs
Width at 4 x Load at W1 2.08094 in
Nominal Width 5 in
Measured Maximum Uncompressed Width 5.1725 in
Measured Minimum Uncompressed Width 5.07 in
Minimum Uncompressed Width as Specified by the Manufacturer (MUWASBM) 5.092 in
Height of Contact Face 4.989 in
Spec Minimum Uncompressed Width 5.07 in
Length no data
Area (5 Times of the Height of Contact Face) 24.945 sqin
Half of the Spec Minimum Uncompressed Width 2.546 in
85 Percent of the Spec Minimum Uncompressed Width 4.3095 in
3 Times of the Area 74.835 sqin
4 Times of the Load at W1 488.142 in
W1 (US Units) 4.31 in
W1 (Metric Units) 109.461 millimeters
W2 (US Units) 2.081 in
W2 (Metric Units) 52.856 millimeters
Satisfactory of MR of (US Units) 2.229 in
Satisfactory of MR of (Metric Units) 56.605 millimeters
Optional W1 Measurement 1 4.3095 in
Optional W1 Measurement 2 75.3339 sqin

Test 2 of 7

DIME Test ID: 2019-03-20-8-2
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 04/09/2019
Date Tested: 03/28/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Reading #1 59
Reading #2 56
Reading #3 58
Reading #4 55
Reading #5 57
Mean 57

Test 3 of 7

DIME Test ID: 2019-03-20-8-3
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 04/09/2019
Date Tested: 03/28/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of specimens tested 3
Unit of the Ultimate Tensile Values psi
UTM 2KIP
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.07 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2514.3 lbf?in/in?
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.068 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2529.4 lbf?in/in?
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.066 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2606.1 lbf?in/in?
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2529.4 psi

Test 4 of 7

DIME Test ID: 2019-03-20-8-4
Test Method: ASTM D471-15a: Standard Test Method for Rubber Property - Effect of Liquids
Verified Date: 04/05/2019
Date Tested: 04/05/2019
Submitted By Organization: CT HQ - Sacramento Chemistry Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: sanchita.dey@dot.ca.gov
Organization Phone: (916) 227-7912
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Oil Swell Percentage 29 %

Test 5 of 7

DIME Test ID: 2019-03-20-8-5
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 04/05/2019
Date Tested: 04/05/2019
Submitted By Organization: CT HQ - Sacramento Chemistry Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: sanchita.dey@dot.ca.gov
Organization Phone: (916) 227-7912
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Result Pass

Test 6 of 7

DIME Test ID: 2019-03-20-8-6
Test Method: ASTM D2628-91-re11-low: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (Low Temp Recovery)
Verified Date: 04/09/2019
Date Tested: 04/03/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Low Temp Recovery (22 hrs at -20F) Size Before (Height of Contact Face ) 5 in
Low Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face ) 4.649 in
Percent Recovery (Low Temp) 93 %

Test 7 of 7

DIME Test ID: 2019-03-20-8-7
Test Method: ASTM D2628-91-re11-high: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (High Temp Recovery)
Verified Date: 04/09/2019
Date Tested: 04/05/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
High Temp Recovery (70 hrs at 212F) Size Before (Height of Contact Face ) 5 in
High Temp Recovery (70 hrs at 212F) Size After (Expanded Contact Face ) 4.941 in
Percent Recovery (High Temp) 99 %