Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2018-03-15-4
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: 03/15/2018
Date that the sample was received by the laboratory/organization performing the testing: 03/15/2018
The quantity of what the sample constitutes: 1
A brief description of the sample: 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: 2018-03-15-4-1
Test Method: CTM 673-July 2012: Method of Determining Movement Rating of Type B1 and B2 Preformed Elastomeric Joint Seals
Verified Date: 03/27/2018
Date Tested: 03/20/2018
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
|
70 ?F
|
Humidity
|
50 %
|
Load at W1
|
45.6934 lbs
|
Width at 4 x Load at W1
|
1.2332 in
|
Nominal Width
|
2.75 in
|
Measured Maximum Uncompressed Width
|
2.926 in
|
Measured Minimum Uncompressed Width
|
2.861 in
|
Minimum Uncompressed Width as Specified by the Manufacturer (MUWASBM)
|
2.904 in
|
Height of Contact Face
|
2.912 in
|
Spec Minimum Uncompressed Width
|
2.861 in
|
Length
|
no data
|
Area (5 Times of the Height of Contact Face)
|
14.56 sqin
|
Half of the Spec Minimum Uncompressed Width
|
1.452 in
|
85 Percent of the Spec Minimum Uncompressed Width
|
2.43185 in
|
3 Times of the Area
|
43.68 sqin
|
4 Times of the Load at W1
|
182.774 in
|
W1 (US Units)
|
2.432 in
|
W1 (Metric Units)
|
61.769 millimeters
|
W2 (US Units)
|
1.233 in
|
W2 (Metric Units)
|
31.323 millimeters
|
Satisfactory of MR of (US Units)
|
1.199 in
|
Satisfactory of MR of (Metric Units)
|
30.446 millimeters
|
Optional W1 Measurement 1
|
2.4319 in
|
Optional W1 Measurement 2
|
43.9712 sqin
|
DIME Test ID: 2018-03-15-4-2
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 03/27/2018
Date Tested: 03/21/2018
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: complies
Additional Comments When Verified:
Temperature
|
70 f
|
Humidity
|
50 %
|
Reading #1
|
55
|
Reading #2
|
56
|
Reading #3
|
56
|
Reading #4
|
56
|
Reading #5
|
55
|
Mean
|
55.6
|
DIME Test ID: 2018-03-15-4-3
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 03/27/2018
Date Tested: 03/21/2018
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
|
70 F
|
Sample 1 Median Thickness
|
0.077 in
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
Sample 1 Ultimate Tensile
|
2228 lbf?in/in?
|
Sample 1 Elongation (350% Min)
|
Pass
|
Sample 2 Median Thickness
|
0.081 in
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
Sample 2 Ultimate Tensile
|
2364.5 lbf?in/in?
|
Sample 2 Elongation (350% Min)
|
Pass
|
Sample 3 Median Thickness
|
0.083 in
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
Sample 3 Ultimate Tensile
|
2451.9 lbf?in/in?
|
Sample 3 Elongation (350% Min)
|
Pass
|
Median of the Ultimate Tensile Values
|
2364.5 psi
|
DIME Test ID: 2018-03-15-4-4
Test Method: ASTM D2628-91-re11-low: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (Low Temp Recovery)
Verified Date: 03/27/2018
Date Tested: 03/21/2018
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: complies
Additional Comments When Verified:
Temperature
|
70 f
|
Humidity
|
50 %
|
Low Temp Recovery (22 hrs at -20F) Size Before (Height of Contact Face )
|
2.75 in
|
Low Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face )
|
2.634 in
|
Percent Recovery (Low Temp)
|
96 %
|
DIME Test ID: 2018-03-15-4-5
Test Method: ASTM D2628-91-re11-high: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (High Temp Recovery)
Verified Date: 03/27/2018
Date Tested: 03/23/2018
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: complies
Additional Comments When Verified:
Temperature
|
70 f
|
Humidity
|
50 %
|
High Temp Recovery (70 hrs at 212F) Size Before (Height of Contact Face )
|
2.75 in
|
High Temp Recovery (70 hrs at 212F) Size After (Expanded Contact Face )
|
2.65 in
|
Percent Recovery (High Temp)
|
96 %
|
DIME Test ID: 2018-03-15-4-6
Test Method: ASTM D471-15a: Standard Test Method for Rubber Property - Effect of Liquids
Verified Date: 03/27/2018
Date Tested: 03/27/2018
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: complies
Additional Comments When Verified:
Oil Swell Percentage
|
38 %
|
DIME Test ID: 2018-03-15-4-7
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 03/27/2018
Date Tested: 03/27/2018
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: complies
Additional Comments When Verified: