Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2017-11-07-3
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: 11/07/2017
Date that the sample was received by the laboratory/organization performing the testing: 11/08/2017
The quantity of what the sample constitutes: 1
A brief description of the sample: 3.75 elastomeric joint seal
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Watson Bowman
DIME Test ID: 2017-11-07-3-1
Test Method: CTM 673-July 2012: Method of Determining Movement Rating of Type B1 and B2 Preformed Elastomeric Joint Seals
Verified Date: 11/22/2017
Date Tested: 11/14/2017
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
|
55.2483 lbs
|
Width at 4 x Load at W1
|
1.55485 in
|
Nominal Width
|
3.75 in
|
Measured Maximum Uncompressed Width
|
3.8795 in
|
Measured Minimum Uncompressed Width
|
3.746 in
|
Minimum Uncompressed Width as Specified by the Manufacturer (MUWASBM)
|
3.786 in
|
Height of Contact Face
|
3.578 in
|
Spec Minimum Uncompressed Width
|
3.746 in
|
Length
|
no data
|
Area (5 Times of the Height of Contact Face)
|
17.89 sqin
|
Half of the Spec Minimum Uncompressed Width
|
1.893 in
|
85 Percent of the Spec Minimum Uncompressed Width
|
3.1841 in
|
3 Times of the Area
|
53.67 sqin
|
4 Times of the Load at W1
|
220.993 in
|
W1 (US Units)
|
3.184 in
|
W1 (Metric Units)
|
80.876 millimeters
|
W2 (US Units)
|
1.555 in
|
W2 (Metric Units)
|
39.493 millimeters
|
Satisfactory of MR of (US Units)
|
1.629 in
|
Satisfactory of MR of (Metric Units)
|
41.383 millimeters
|
Optional W1 Measurement 1
|
3.1841 in
|
Optional W1 Measurement 2
|
54.0278 sqin
|
DIME Test ID: 2017-11-07-3-2
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 11/22/2017
Date Tested: 11/16/2017
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
|
57
|
Reading #2
|
57
|
Reading #3
|
56
|
Reading #4
|
57
|
Reading #5
|
56
|
Mean
|
56.6
|
DIME Test ID: 2017-11-07-3-3
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 11/22/2017
Date Tested: 11/16/2017
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
|
0.068 in
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
Sample 1 Ultimate Tensile
|
2411.8 lbf?in/in?
|
Sample 1 Elongation (350% Min)
|
Pass
|
Sample 2 Median Thickness
|
0.083 in
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
Sample 2 Ultimate Tensile
|
2355.8 lbf?in/in?
|
Sample 2 Elongation (350% Min)
|
Pass
|
Sample 3 Median Thickness
|
0.068 in
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
Sample 3 Ultimate Tensile
|
2294.1 lbf?in/in?
|
Sample 3 Elongation (350% Min)
|
Pass
|
Median of the Ultimate Tensile Values
|
2355.8 psi
|
DIME Test ID: 2017-11-07-3-4
Test Method: ASTM D2628-91-re11-low: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (Low Temp Recovery)
Verified Date: 11/22/2017
Date Tested: 11/17/2017
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 )
|
3.456 in
|
Percent Recovery (Low Temp)
|
92 %
|
DIME Test ID: 2017-11-07-3-5
Test Method: ASTM D2628-91-re11-high: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (High Temp Recovery)
Verified Date: 11/22/2017
Date Tested: 11/17/2017
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 )
|
3.608 in
|
Percent Recovery (High Temp)
|
96 %
|
DIME Test ID: 2017-11-07-3-6
Test Method: ASTM D471-15a: Standard Test Method for Rubber Property - Effect of Liquids
Verified Date: 11/22/2017
Date Tested: 11/21/2017
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
|
37.3 %
|
DIME Test ID: 2017-11-07-3-7
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 11/22/2017
Date Tested: 11/21/2017
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: