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Sample Record for 2022-12-20-20

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: 2022-12-20-20
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: 12/20/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/23/2022
The quantity of what the sample constitutes: 300
A brief description of the sample: Joint Seal
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Watson Bowman

Material Information

Mfg. Lot Number(s): 2922439
Manufacturer(s): Watson Bowman
Temperature: 72
Humidity: 55
Comments:
Joint Seal Size: 5
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2022-12-20-20-1
Test Method: CTM 673-July 2012: Method of Determining Movement Rating of Type B1 and B2 Preformed Elastomeric Joint Seals
Verified Date: 01/24/2023
Date Tested: 01/10/2023
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: Movement
Test Result Compliance:
Additional Comments When Verified:
UTM 2KIP
Temperature 72 f
Humidity 50 %
Spec Minimum Uncompressed Width 5.02 in
Area (5 Times of the Height of Contact Face) 25.985 sqin
Half of the Spec Minimum Uncompressed Width 0 in
85 Percent of the Spec Minimum Uncompressed Width 5.197 in
3 Times of the Area 0 sqin
4 Times of the Load at W1 0 lbs
W1 (US Units) 4.37 in
W1 (Metric Units) 111.08 millimeters
W2 (US Units) 2 in
W2 (Metric Units) 50.71 millimeters
Satisfactory of MR of (US Units) 2.3769 in
Satisfactory of MR of (Metric Units) 60.37 millimeters
Optional W1 Measurement 1 0 in
Optional W1 Measurement 2 0 sqin

Test 2 of 7

DIME Test ID: 2022-12-20-20-2
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 01/24/2023
Date Tested: 01/10/2023
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: Hardness
Test Result Compliance:
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Mean 58

Test 3 of 7

DIME Test ID: 2022-12-20-20-3
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 01/24/2023
Date Tested: 01/10/2023
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 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.092
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2370.38
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.094
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2388.7
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.095
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2662.7
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2388.7 psi

Test 4 of 7

DIME Test ID: 2022-12-20-20-4
Test Method: ASTM D2628-91r16: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements
Verified Date: 01/24/2023
Date Tested: 01/10/2023
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: Low Temp
Test Result Compliance:
Additional Comments When Verified:
High or low tempurature Low
Temperature 72 f
Humidity 50 %
Temp Recovery (22 hrs at -20F) Size Before (Height of Contact Face ) 5 in
Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face ) 5.1425 in
Percent Recovery 103 %

Test 5 of 7

DIME Test ID: 2022-12-20-20-5
Test Method: ASTM D2628-91r16: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements
Verified Date: 01/24/2023
Date Tested: 01/10/2023
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: High Temp
Test Result Compliance:
Additional Comments When Verified:
High or low tempurature High
Temperature 72 f
Humidity 50 %
Temp Recovery (22 hrs at -20F) Size Before (Height of Contact Face ) 5 in
Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face ) 4.9965 in
Percent Recovery 100 %

Test 6 of 7

DIME Test ID: 2022-12-20-20-6
Test Method: ASTM D471-15a: Standard Test Method for Rubber Property - Effect of Liquids
Verified Date: 01/23/2023
Date Tested: 01/23/2023
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:
Additional Comments When Verified:
Oil Swell Percentage 28.3 %

Test 7 of 7

DIME Test ID: 2022-12-20-20-7
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 01/23/2023
Date Tested: 01/23/2023
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:
Additional Comments When Verified:
Result Pass