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Sample Record for 2018-01-09-8

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: 2018-01-09-8
TL Number from the TL Form: NA
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: 01/09/2018
Date that the sample was received by the laboratory/organization performing the testing: 01/10/2018
The quantity of what the sample constitutes: 1
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): 0218103
Manufacturer(s): Watsom Bowman
Temperature: 72
Humidity: 50
Comments: Unknown
Joint Seal Size: 2.75
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2018-01-09-8-1
Test Method: CTM 673-July 2012: Method of Determining Movement Rating of Type B1 and B2 Preformed Elastomeric Joint Seals
Verified Date: 01/23/2018
Date Tested: 01/16/2018
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 53.146 lbs
Width at 4 x Load at W1 1.20665 in
Nominal Width 2.75 in
Measured Maximum Uncompressed Width 2.8585 in
Measured Minimum Uncompressed Width 2.7885 in
Minimum Uncompressed Width as Specified by the Manufacturer (MUWASBM) 2.79 in
Height of Contact Face 2.824 in
Spec Minimum Uncompressed Width 2.7885 in
Length no data
Area (5 Times of the Height of Contact Face) 14.12 sqin
Half of the Spec Minimum Uncompressed Width 1.395 in
85 Percent of the Spec Minimum Uncompressed Width 2.37022 in
3 Times of the Area 42.36 sqin
4 Times of the Load at W1 212.584 in
W1 (US Units) 2.37 in
W1 (Metric Units) 60.204 millimeters
W2 (US Units) 1.207 in
W2 (Metric Units) 30.649 millimeters
Satisfactory of MR of (US Units) 1.164 in
Satisfactory of MR of (Metric Units) 29.555 millimeters
Optional W1 Measurement 1 2.3702 in
Optional W1 Measurement 2 42.6424 sqin

Test 2 of 7

DIME Test ID: 2018-01-09-8-2
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 01/23/2018
Date Tested: 01/17/2018
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 55
Reading #2 56
Reading #3 55
Reading #4 55
Reading #5 56
Mean 55.4

Test 3 of 7

DIME Test ID: 2018-01-09-8-3
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 01/23/2018
Date Tested: 01/17/2018
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 0.072 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2500 lbf?in/in?
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.07 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2457.1 lbf?in/in?
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.071 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2471.9 lbf?in/in?
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2471.9 psi

Test 4 of 7

DIME Test ID: 2018-01-09-8-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 01/22/2018
Date Tested: 01/22/2018
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 5 of 7

DIME Test ID: 2018-01-09-8-5
Test Method: ASTM D471-15a: Standard Test Method for Rubber Property - Effect of Liquids
Verified Date: 01/22/2018
Date Tested: 01/22/2018
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 33 %

Test 6 of 7

DIME Test ID: 2018-01-09-8-6
Test Method: ASTM D2628-91-re11-low: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (Low Temp Recovery)
Verified Date: 01/23/2018
Date Tested: 01/19/2018
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 ) 2.75 in
Low Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face ) 2.478 in
Percent Recovery (Low Temp) 90 %

Test 7 of 7

DIME Test ID: 2018-01-09-8-7
Test Method: ASTM D2628-91-re11-high: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (High Temp Recovery)
Verified Date: 01/23/2018
Date Tested: 01/19/2018
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 ) 2.75 in
High Temp Recovery (70 hrs at 212F) Size After (Expanded Contact Face ) 2.62 in
Percent Recovery (High Temp) 95 %