Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2017-01-10-5
TL Number from the TL Form: NA
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: 01/10/2017
Date that the sample was received by the laboratory/organization performing the testing: 01/11/2017
The quantity of what the sample constitutes: 500ft
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: 2017-01-10-5-1
Test Method: CTM 673-July 2012: Method of Determining Movement Rating of Type B1 and B2 Preformed Elastomeric Joint Seals
Verified Date: 01/24/2017
Date Tested: 01/13/2017
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
|
53.5361 lbs
|
|
Width at 4 x Load at W1
|
0.842368 in
|
|
Nominal Width
|
1.75 in
|
|
Measured Maximum Uncompressed Width
|
1.9175 in
|
|
Measured Minimum Uncompressed Width
|
1.8835 in
|
|
Minimum Uncompressed Width as Specified by the Manufacturer (MUWASBM)
|
1.858 in
|
|
Height of Contact Face
|
1.9135 in
|
|
Spec Minimum Uncompressed Width
|
1.858 in
|
|
Length
|
no data
|
|
Area (5 Times of the Height of Contact Face)
|
9.568 sqin
|
|
Half of the Spec Minimum Uncompressed Width
|
0.929 in
|
|
85 Percent of the Spec Minimum Uncompressed Width
|
1.5793 in
|
|
3 Times of the Area
|
28.704 sqin
|
|
4 Times of the Load at W1
|
214.145 in
|
|
W1 (US Units)
|
1.579 in
|
|
W1 (Metric Units)
|
40.114 millimeters
|
|
W2 (US Units)
|
0.842 in
|
|
W2 (Metric Units)
|
21.396 millimeters
|
|
Satisfactory of MR of (US Units)
|
0.737 in
|
|
Satisfactory of MR of (Metric Units)
|
18.718 millimeters
|
|
Optional W1 Measurement 1
|
1.601 in
|
|
Optional W1 Measurement 2
|
28.8954 sqin
|
DIME Test ID: 2017-01-10-5-2
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 01/24/2017
Date Tested: 01/19/2017
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
|
56
|
|
Reading #3
|
56
|
|
Reading #4
|
57
|
|
Reading #5
|
56
|
|
Mean
|
56.4
|
DIME Test ID: 2017-01-10-5-4
Test Method: ASTM D2628-91-re11-low: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (Low Temp Recovery)
Verified Date: 01/24/2017
Date Tested: 01/24/2017
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 )
|
1.75 in
|
|
Low Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face )
|
1.562 in
|
|
Percent Recovery (Low Temp)
|
89 %
|
DIME Test ID: 2017-01-10-5-5
Test Method: ASTM D2628-91-re11-high: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements (High Temp Recovery)
Verified Date: 01/24/2017
Date Tested: 01/23/2017
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 )
|
1.75 in
|
|
High Temp Recovery (70 hrs at 212F) Size After (Expanded Contact Face )
|
1.732 in
|
|
Percent Recovery (High Temp)
|
99 %
|
DIME Test ID: 2017-01-10-5-6
Test Method: ASTM D471-15a: Standard Test Method for Rubber Property - Effect of Liquids
Verified Date: 01/24/2017
Date Tested: 01/23/2017
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
|
34.7 %
|
DIME Test ID: 2017-01-10-5-7
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 01/24/2017
Date Tested: 01/23/2017
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:
