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Sample Record for 2018-06-26-16

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Project Information

DEA: No Project QA Service Level:
DIST-CO-RTE-PM: ---
Work Description: Special project identifier for material not associated with a project
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-06-26-16
TL Number from the TL Form: Unknown
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: 06/26/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/27/2018
The quantity of what the sample constitutes: 550 ft
A brief description of the sample: 3.75 elastic joint seal
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Watson Bowman Joint Seal

Material Information

Mfg. Lot Number(s): 1218265
Manufacturer(s): O BASF
Temperature: 74
Humidity: 44
Comments: Unknown
Joint Seal Size: 3.75"
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2018-06-26-16-1
Test Method: CTM 673-July 2012: Method of Determining Movement Rating of Type B1 and B2 Preformed Elastomeric Joint Seals
Verified Date: 07/13/2018
Date Tested: 07/03/2018
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 62.9895 lbs
Width at 4 x Load at W1 1.51558 in
Nominal Width 3.75 in
Measured Maximum Uncompressed Width 3.889 in
Measured Minimum Uncompressed Width 3.8235 in
Minimum Uncompressed Width as Specified by the Manufacturer (MUWASBM) 3.875 in
Height of Contact Face 3.573 in
Spec Minimum Uncompressed Width 3.8235 in
Length no data
Area (5 Times of the Height of Contact Face) 17.865 sqin
Half of the Spec Minimum Uncompressed Width 1.9375 in
85 Percent of the Spec Minimum Uncompressed Width 3.24997 in
3 Times of the Area 53.595 sqin
4 Times of the Load at W1 251.958 in
W1 (US Units) 3.25 in
W1 (Metric Units) 82.549 millimeters
W2 (US Units) 1.516 in
W2 (Metric Units) 38.496 millimeters
Satisfactory of MR of (US Units) 1.734 in
Satisfactory of MR of (Metric Units) 44.054 millimeters
Optional W1 Measurement 1 3.25 in
Optional W1 Measurement 2 53.9523 sqin

Test 2 of 6

DIME Test ID: 2018-06-26-16-2
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 07/12/2018
Date Tested: 07/12/2018
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 3 of 6

DIME Test ID: 2018-06-26-16-3
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 07/13/2018
Date Tested: 07/11/2018
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 2000 lbf?in/in?
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.071 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2247.2 lbf?in/in?
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.067 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2142.9 lbf?in/in?
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2142.9 psi

Test 4 of 6

DIME Test ID: 2018-06-26-16-4
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 07/13/2018
Date Tested: 07/11/2018
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 54
Reading #3 54
Reading #4 55
Reading #5 54
Mean 54.4

Test 5 of 6

DIME Test ID: 2018-06-26-16-5
Test Method: ASTM D2628-91-re11-low: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (Low Temp Recovery)
Verified Date: 07/13/2018
Date Tested: 07/12/2018
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 ) 3.75 in
Low Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face ) 3.637 in
Percent Recovery (Low Temp) 97 %

Test 6 of 6

DIME Test ID: 2018-06-26-16-6
Test Method: ASTM D2628-91-re11-high: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (High Temp Recovery)
Verified Date: 07/13/2018
Date Tested: 07/06/2018
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 ) 3.75 in
High Temp Recovery (70 hrs at 212F) Size After (Expanded Contact Face ) 3.643 in
Percent Recovery (High Temp) 97 %