Print Report | Back to Sample Detail

Sample Record for 2016-04-06-8

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: 2016-04-06-8
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: 04/06/2016
Date that the sample was received by the laboratory/organization performing the testing: 04/07/2016
The quantity of what the sample constitutes: 550ft
A brief description of the sample: Joint Seal
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Watson Bowman

Material Information

Mfg. Lot Number(s): 0616190
Manufacturer(s): Watson Bowman
Temperature: 72
Humidity: 50
Comments: Unknown
Joint Seal Size: 3.75in
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2016-04-06-8-1
Test Method: CTM 673-July 2012: Method of Determining Movement Rating of Type B1 and B2 Preformed Elastomeric Joint Seals
Verified Date: 04/20/2016
Date Tested: 04/11/2016
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 2KIP
Temperature 72 ?F
Humidity 50 %
Load at W1 54.21 lbs
Width at 4 x Load at W1 1.53268 in
Nominal Width 3.75 in
Measured Maximum Uncompressed Width 3.9195 in
Measured Minimum Uncompressed Width 3.8325 in
Minimum Uncompressed Width as Specified by the Manufacturer (MUWASBM) 3.88 in
Height of Contact Face 0 in
Spec Minimum Uncompressed Width 3.8325 in
Length no data
Area (5 Times of the Height of Contact Face) 0 sqin
Half of the Spec Minimum Uncompressed Width 1.94 in
85 Percent of the Spec Minimum Uncompressed Width 3.25763 in
3 Times of the Area 0 sqin
4 Times of the Load at W1 216.84 in
W1 (US Units) 3.258 in
W1 (Metric Units) 82.744 millimeters
W2 (US Units) 1.533 in
W2 (Metric Units) 38.93 millimeters
Satisfactory of MR of (US Units) 1.725 in
Satisfactory of MR of (Metric Units) 43.814 millimeters
Optional W1 Measurement 1 3.2576 in
Optional W1 Measurement 2 0 sqin

Test 2 of 7

DIME Test ID: 2016-04-06-8-2
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 04/20/2016
Date Tested: 04/13/2016
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 55
Reading #2 56
Reading #3 55
Reading #4 54
Reading #5 56
Mean 55.2

Test 3 of 7

DIME Test ID: 2016-04-06-8-3
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 04/20/2016
Date Tested: 04/13/2016
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 0.067 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2440.5 lbf?in/in?
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.069 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2427.7 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 2528.1 lbf?in/in?
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2440.5 psi

Test 4 of 7

DIME Test ID: 2016-04-06-8-4
Test Method: ASTM D2628-91-re11-low: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (Low Temp Recovery)
Verified Date: 04/20/2016
Date Tested: 04/13/2016
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 ) 3.75 in
Low Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face ) 3.534 in
Percent Recovery (Low Temp) 94 %

Test 5 of 7

DIME Test ID: 2016-04-06-8-5
Test Method: ASTM D2628-91-re11-high: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (High Temp Recovery)
Verified Date: 04/20/2016
Date Tested: 04/13/2016
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 ) 3.75 in
High Temp Recovery (70 hrs at 212F) Size After (Expanded Contact Face ) 3.582 in
Percent Recovery (High Temp) 96 %

Test 6 of 7

DIME Test ID: 2016-04-06-8-6
Test Method: ASTM D471-15a: Standard Test Method for Rubber Property - Effect of Liquids
Verified Date: 04/20/2016
Date Tested: 04/19/2016
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 32.9 %

Test 7 of 7

DIME Test ID: 2016-04-06-8-7
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 04/20/2016
Date Tested: 04/19/2016
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