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Sample Record for 2019-03-08-10

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 213229 DEA: 050A0504 EFIS: 0500000007 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-1-15.6
Work Description: BRIDGE REPLACEMENT, RETAINING WALL AND FISH PASSAGE.
Location Description: SANTA BARBARA COUNTY NEAR LOMPOC AT SALSIPUEDES CREEK BRIDGE
Contractor Name: Cal Portland Construction
Contractor Address: 1625 E DONOVAN RD, SANTA MARIA, CA 93454
Resident Engineer: Lilian Bennetzen Structure Rep.: Bernardo Hernandez

Sample Information

DIME Sample ID: 2019-03-08-10
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 TM1 - Elastomeric Bearing Pad
Sample Taken Date: 03/08/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/11/2019
The quantity of what the sample constitutes: 1
A brief description of the sample: Bearing Pad
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber

Material Information

Mfg. Lot Number(s): 17586-1
Material/Compound/Elastomer ID: na
Samples Representing: 11
Description (size): 2"x14"x22"
Comments: Unknown
Description (Number of Shims): 4
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: na
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2019-03-08-10-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 03/20/2019
Date Tested: 03/12/2019
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 53
Reading #2 55
Reading #3 52
Reading #4 52
Reading #5 53
Mean 53

Test 2 of 5

DIME Test ID: 2019-03-08-10-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 03/20/2019
Date Tested: 03/12/2019
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 lbf per sqr in
UTM 2KIP
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.073 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2513.7 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.075 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2500 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.072 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2500 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2500 lbf/in^2

Test 3 of 5

DIME Test ID: 2019-03-08-10-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 03/20/2019
Date Tested: 03/12/2019
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 5
UTM no data
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.069 in
Sample 1 Tear Strength 173.9 lbf / in
Sample 2 Median Thickness 0.069 in
Sample 2 Tear Strength 173.9 lbf / in
Sample 3 Median Thickness 0.071 in
Sample 3 Tear Strength 183.1 lbf / in
Sample 4 Median Thickness 0.067 in
Sample 4 Tear Strength 179.1 lbf / in
Sample 5 Median Thickness 0.069 in
Sample 5 Tear Strength 188.4 lbf / in
Median of the Tear Strength Values 179.1 lb/in

Test 4 of 5

DIME Test ID: 2019-03-08-10-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 03/14/2019
Date Tested: 03/14/2019
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:
Result Pass

Test 5 of 5

DIME Test ID: 2019-03-08-10-5
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 03/20/2019
Date Tested: 03/13/2019
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 5
UTM no data
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.06 in
Sample 1 Tear Strength 166.7 lbf / in
Sample 2 Median Thickness 0.06 in
Sample 2 Tear Strength 183.3 lbf / in
Sample 3 Median Thickness 0.057 in
Sample 3 Tear Strength 193 lbf / in
Sample 4 Median Thickness 0.063 in
Sample 4 Tear Strength 190.5 lbf / in
Sample 5 Median Thickness 0.055 in
Sample 5 Tear Strength 181.8 lbf / in
Median of the Tear Strength Values 183.3 lb/in