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Sample Record for 2017-11-14-8

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: 2017-11-14-8
TL Number from the TL Form: NA
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM2 - Type B Elastomeric Joint Seal
Sample Taken Date: 11/14/2017
Date that the sample was received by the laboratory/organization performing the testing: 11/16/2017
The quantity of what the sample constitutes: NA
A brief description of the sample: Joint Seal
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Watson Bowman

Material Information

Mfg. Lot Number(s): 0717412
Manufacturer(s): Watson Bowman
Temperature: 72
Humidity: 50
Comments: Unknown
Joint Seal Size: 2.75

Test Results

Test 1 of 7

DIME Test ID: 2017-11-14-8-1
Test Method: CTM 673-July 2012: Method of Determining Movement Rating of Type B1 and B2 Preformed Elastomeric Joint Seals
Verified Date: 12/08/2017
Date Tested: 11/20/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
UTM 11KIP
Temperature 72 ?F
Humidity 50 %
Load at W1 48.3266 lbs
Width at 4 x Load at W1 1.21302 in
Nominal Width 2.75 in
Measured Maximum Uncompressed Width 2.8885 in
Measured Minimum Uncompressed Width 2.761 in
Minimum Uncompressed Width as Specified by the Manufacturer (MUWASBM) 2.793 in
Height of Contact Face 2.843 in
Spec Minimum Uncompressed Width 2.761 in
Area (5 Times of the Height of Contact Face) 14.215 sqin
Half of the Spec Minimum Uncompressed Width 1.3965 in
85 Percent of the Spec Minimum Uncompressed Width 2.34685 in
3 Times of the Area 42.645 sqin
4 Times of the Load at W1 193.307 in
W1 (US Units) 2.347 in
W1 (Metric Units) 59.61 millimeters
W2 (US Units) 1.213 in
W2 (Metric Units) 30.811 millimeters
Satisfactory of MR of (US Units) 1.134 in
Satisfactory of MR of (Metric Units) 28.799 millimeters
Optional W1 Measurement 1 2.3469 in
Optional W1 Measurement 2 42.9293 sqin

Test 2 of 7

DIME Test ID: 2017-11-14-8-2
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 12/08/2017
Date Tested: 11/20/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Reading #1 57
Reading #2 56
Reading #3 57
Reading #4 57
Reading #5 56
Mean 56.6

Test 3 of 7

DIME Test ID: 2017-11-14-8-3
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 12/08/2017
Date Tested: 11/20/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
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 0.071 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2247.2 lbf?in/in?
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.081 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2364.5 lbf?in/in?
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.083 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2355.8 lbf?in/in?
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2355.8 psi

Test 4 of 7

DIME Test ID: 2017-11-14-8-4
Test Method: ASTM D2628-91-re11-low: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (Low Temp Recovery)
Verified Date: 12/08/2017
Date Tested: 11/21/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
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 ) 2.75 in
Low Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face ) 2.373 in
Percent Recovery (Low Temp) 86 %

Test 5 of 7

DIME Test ID: 2017-11-14-8-5
Test Method: ASTM D2628-91-re11-high: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (High Temp Recovery)
Verified Date: 12/08/2017
Date Tested: 11/21/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
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 ) 2.75 in
High Temp Recovery (70 hrs at 212F) Size After (Expanded Contact Face ) 2.534 in
Percent Recovery (High Temp) 92 %

Test 6 of 7

DIME Test ID: 2017-11-14-8-6
Test Method: ASTM D471-15a: Standard Test Method for Rubber Property - Effect of Liquids
Verified Date: 12/08/2017
Date Tested: 11/30/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Oil Swell Percentage 27.6 %

Test 7 of 7

DIME Test ID: 2017-11-14-8-7
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 12/08/2017
Date Tested: 11/30/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Result Pass