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Sample Record for 2024-04-29-34

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: 2024-04-29-34
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: 04/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/03/2024
The quantity of what the sample constitutes: 500'
A brief description of the sample: 1.75" Joint Seal
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Watson Bowman Acme

Material Information

Mfg. Lot Number(s): 0324207
Manufacturer(s): Watson Bowman Acme
Temperature: 72
Humidity: 50
Comments:
Joint Seal Size: 1.75
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2024-04-29-34-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 05/31/2024
Date Tested: 05/13/2024
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: complies
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Reading #1 56
Reading #2 57
Reading #3 55
Reading #4 55
Reading #5 54
Mean 55.4

Test 2 of 7

DIME Test ID: 2024-04-29-34-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 05/31/2024
Date Tested: 05/13/2024
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 0.074
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2202.04
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.07
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2059.46
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.081
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2276.56
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2202 psi

Test 3 of 7

DIME Test ID: 2024-04-29-34-3
Test Method: ASTM D2628-91r16: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements
Verified Date: 05/31/2024
Date Tested: 05/13/2024
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: cold
Test Result Compliance: complies
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 ) 1.75 in
Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face ) 1.5285 in
Percent Recovery 87 %

Test 4 of 7

DIME Test ID: 2024-04-29-34-4
Test Method: ASTM D2628-91r16: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements
Verified Date: 05/31/2024
Date Tested: 05/13/2024
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: hot
Test Result Compliance: complies
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 ) 1.75 in
Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face ) 1.6675 in
Percent Recovery 95 %

Test 5 of 7

DIME Test ID: 2024-04-29-34-5
Test Method: CTM 673-July 2012: Method of Determining Movement Rating of Type B1 and B2 Preformed Elastomeric Joint Seals
Verified Date: 05/31/2024
Date Tested: 05/07/2024
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 56kip
Temperature 72.00 f
Humidity 50.00 %
Load at W1 no data
Width at 4 x Load at W1 no data
Nominal Width 1.75 in
Measured Maximum Uncompressed Width 1.8655 in
Measured Minimum Uncompressed Width 1.828 in
Minimum Uncompressed Width as Specified by the Manufacturer (MUWASBM) 1.806 in
Height of Contact Face 1.8605 in
Spec Minimum Uncompressed Width no data
Length 5 in
Area (5 Times of the Height of Contact Face) 9.3025 sqin
Half of the Spec Minimum Uncompressed Width no data
85 Percent of the Spec Minimum Uncompressed Width 1.8605 in
3 Times of the Area no data
4 Times of the Load at W1 no data
W1 (US Units) 1.5351 in
W1 (Metric Units) 38.9915 millimeters
W2 (US Units) 0.8359 in
W2 (Metric Units) 21.2308 millimeters
Satisfactory of MR of (US Units) 0.6992 in
Satisfactory of MR of (Metric Units) 17.7608 millimeters
Optional W1 Measurement 1 no data
Optional W1 Measurement 2 no data

Test 6 of 7

DIME Test ID: 2024-04-29-34-6
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 05/17/2024
Date Tested: 05/17/2024
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 7 of 7

DIME Test ID: 2024-04-29-34-7
Test Method: ASTM D471-16r21: Standard Test Method for Rubber Property - Effect of Liquids
Verified Date: 05/17/2024
Date Tested: 05/17/2024
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 %