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Sample Record for 2016-01-28-11

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 8196 DEA: 59912684 QA Service Level: 1
DIST-CO-RTE-PM: 59---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2016-01-28-11
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: 01/28/2016
Date that the sample was received by the laboratory/organization performing the testing: 02/03/2016
The quantity of what the sample constitutes: 600ft
A brief description of the sample: 5in Joint Seal
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: D S Brown

Material Information

Mfg. Lot Number(s): 0116119
Manufacturer(s): D S Brown
Temperature: 72
Humidity: 50
Comments: Unknown
Joint Seal Size: 5in
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2016-01-28-11-1
Test Method: CTM 673-July 2012: Method of Determining Movement Rating of Type B1 and B2 Preformed Elastomeric Joint Seals
Verified Date: 02/23/2016
Date Tested: 02/11/2016
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:
UTM 11KIP
Temperature 72 ?F
Humidity 50 %
Load at W1 85.4736 lbs
Width at 4 x Load at W1 2.13275 in
Nominal Width 5 in
Measured Maximum Uncompressed Width 5.168 in
Measured Minimum Uncompressed Width 5.069 in
Minimum Uncompressed Width as Specified by the Manufacturer (MUWASBM) 5.095 in
Height of Contact Face 4.912 in
Spec Minimum Uncompressed Width 5.069 in
Length no data
Area (5 Times of the Height of Contact Face) 24.56 sqin
Half of the Spec Minimum Uncompressed Width 2.5475 in
85 Percent of the Spec Minimum Uncompressed Width 4.30865 in
3 Times of the Area 73.68 sqin
4 Times of the Load at W1 341.894 in
W1 (US Units) 4.309 in
W1 (Metric Units) 109.44 millimeters
W2 (US Units) 2.133 in
W2 (Metric Units) 54.172 millimeters
Satisfactory of MR of (US Units) 2.176 in
Satisfactory of MR of (Metric Units) 55.268 millimeters
Optional W1 Measurement 1 4.3087 in
Optional W1 Measurement 2 74.1712 sqin

Test 2 of 7

DIME Test ID: 2016-01-28-11-2
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 02/23/2016
Date Tested: 02/12/2016
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 55
Reading #3 55
Reading #4 56
Reading #5 55
Mean 55.4

Test 3 of 7

DIME Test ID: 2016-01-28-11-3
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 02/23/2016
Date Tested: 02/12/2016
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:
Number of specimens tested 3
Unit of the Ultimate Tensile Values psi
UTM 2KIP
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.068 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2529.4 lbf?in/in?
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.068 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2294.1 lbf?in/in?
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.072 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2500 lbf?in/in?
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2500 psi

Test 4 of 7

DIME Test ID: 2016-01-28-11-4
Test Method: ASTM D2628-91-re11-low: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (Low Temp Recovery)
Verified Date: 02/23/2016
Date Tested: 02/12/2016
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 %
Low Temp Recovery (22 hrs at -20F) Size Before (Height of Contact Face ) 5 in
Low Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face ) 4.529 in
Percent Recovery (Low Temp) 91 %

Test 5 of 7

DIME Test ID: 2016-01-28-11-5
Test Method: ASTM D2628-91-re11-high: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (High Temp Recovery)
Verified Date: 02/23/2016
Date Tested: 02/12/2016
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 %
High Temp Recovery (70 hrs at 212F) Size Before (Height of Contact Face ) 5 in
High Temp Recovery (70 hrs at 212F) Size After (Expanded Contact Face ) 4.787 in
Percent Recovery (High Temp) 96 %

Test 6 of 7

DIME Test ID: 2016-01-28-11-6
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 02/23/2016
Date Tested: 02/23/2016
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:
Result Pass

Test 7 of 7

DIME Test ID: 2016-01-28-11-7
Test Method: ASTM D471-15a: Standard Test Method for Rubber Property - Effect of Liquids
Verified Date: 02/23/2016
Date Tested: 02/23/2016
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:
Oil Swell Percentage 32.3 %