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: 2023-07-26-42
TL Number from the TL Form:
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: 07/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2023
The quantity of what the sample constitutes: 550
A brief description of the sample: 3.75 elastic joint seal
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Watson Bowman
DIME Test ID: 2023-07-26-42-2
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 08/29/2023
Date Tested: 08/15/2023
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
|
58
|
|
Reading #2
|
57
|
|
Reading #3
|
54
|
|
Reading #4
|
56
|
|
Reading #5
|
58
|
|
Mean
|
56.6
|
DIME Test ID: 2023-07-26-42-3
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 08/29/2023
Date Tested: 08/15/2023
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
|
50.00 %
|
|
Temperature
|
72 F
|
|
Sample 1 Median Thickness
|
0.106
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
2170.55
|
|
Sample 1 Elongation (350% Min)
|
Pass
|
|
Sample 2 Median Thickness
|
0.105
|
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 2 Ultimate Tensile
|
2204.04
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.103
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
2265
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2204 psi
|
DIME Test ID: 2023-07-26-42-4
Test Method: ASTM D2628-91-re16: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements
Verified Date: 08/29/2023
Date Tested: 08/10/2023
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: cold
Test Result Compliance:
Additional Comments When Verified:
|
High or low tempurature
|
Low
|
|
Temperature
|
72 f
|
|
Humidity
|
50 %
|
|
Temp Recovery (22 hrs at -20F) Size Before (Height of Contact Face )
|
3.75 in
|
|
Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face )
|
3.447 in
|
|
Percent Recovery
|
92 %
|
DIME Test ID: 2023-07-26-42-5
Test Method: ASTM D2628-91-re16: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements
Verified Date: 08/29/2023
Date Tested: 08/10/2023
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: hot
Test Result Compliance:
Additional Comments When Verified:
|
High or low tempurature
|
High
|
|
Temperature
|
72 f
|
|
Humidity
|
50 %
|
|
Temp Recovery (22 hrs at -20F) Size Before (Height of Contact Face )
|
3.75 in
|
|
Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face )
|
3.7255 in
|
|
Percent Recovery
|
99 %
|
DIME Test ID: 2023-07-26-42-6
Test Method: CTM 673-July 2012: Method of Determining Movement Rating of Type B1 and B2 Preformed Elastomeric Joint Seals
Verified Date: 08/29/2023
Date Tested: 08/08/2023
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
|
56kip
|
|
Temperature
|
72.00 f
|
|
Humidity
|
50.00 %
|
|
Load at W1
|
no data
|
|
Width at 4 x Load at W1
|
no data
|
|
Nominal Width
|
3.75 in
|
|
Measured Maximum Uncompressed Width
|
3.995 in
|
|
Measured Minimum Uncompressed Width
|
3.779 in
|
|
Minimum Uncompressed Width as Specified by the Manufacturer (MUWASBM)
|
3.764 in
|
|
Height of Contact Face
|
3.745 in
|
|
Spec Minimum Uncompressed Width
|
no data
|
|
Length
|
5 in
|
|
Area (5 Times of the Height of Contact Face)
|
18.725 sqin
|
|
Half of the Spec Minimum Uncompressed Width
|
no data
|
|
85 Percent of the Spec Minimum Uncompressed Width
|
3.745 in
|
|
3 Times of the Area
|
no data
|
|
4 Times of the Load at W1
|
no data
|
|
W1 (US Units)
|
3.1994 in
|
|
W1 (Metric Units)
|
81.2648 millimeters
|
|
W2 (US Units)
|
1.5529 in
|
|
W2 (Metric Units)
|
39.4438 millimeters
|
|
Satisfactory of MR of (US Units)
|
1.6465 in
|
|
Satisfactory of MR of (Metric Units)
|
41.821 millimeters
|
|
Optional W1 Measurement 1
|
no data
|
|
Optional W1 Measurement 2
|
no data
|
DIME Test ID: 2023-07-26-42-7
Test Method: ASTM D471-16r21: Standard Test Method for Rubber Property - Effect of Liquids
Verified Date: 08/28/2023
Date Tested: 08/28/2023
Submitted By Organization: CT HQ - Sacramento Chemistry Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: sanchita.dey@dot.ca.gov
Organization Phone: (916) 227-7912
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Oil Swell Percentage
|
28 %
|
DIME Test ID: 2023-07-26-42-8
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 08/28/2023
Date Tested: 08/28/2023
Submitted By Organization: CT HQ - Sacramento Chemistry Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: sanchita.dey@dot.ca.gov
Organization Phone: (916) 227-7912
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
