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Sample Record for 2017-07-21-3

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Project Information

Project ID: 212253 DEA: 010H0304 EFIS: 0117000087 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-96-20.0/24.0
Work Description: REPAIR SLIPOUT
Location Description: IN HUMBOLDT COUNTY NEAR WEITCHPEC FROM 3.0 MILES OF KLAMATH RIVER BRIDGE #04-0144 TO 0.6 MILE EAST OF WEITCHPEC ROAD
Contractor Name: Golden State Bridge Inc.
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Heidi Quintrell Structure Rep.: Mike McCraken

Sample Information

DIME Sample ID: 2017-07-21-3
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Bay Area Field Laboratory
Sample Organization Contact: (707) 649-5453
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 07/21/2017
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2017
The quantity of what the sample constitutes: 1 lot of 43
A brief description of the sample: 1 x 8 x 12 reinforced bearing pad
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cal-Neva

Material Information

Mfg. Lot Number(s): N/A Heat 811V04180
Material/Compound/Elastomer ID: RL305502
Samples Representing: 1 lot of 43
Description (size): 1 x 8 12
Comments:
Description (Number of Shims): 2
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Arcelormittal
Batch Number: 071017

Test Results

Test 1 of 4

DIME Test ID: 2017-07-21-3-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 07/31/2017
Date Tested: 07/25/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Reading #1 54
Reading #2 53
Reading #3 53
Reading #4 54
Reading #5 53
Mean 53.4

Test 2 of 4

DIME Test ID: 2017-07-21-3-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Verified Date: 07/31/2017
Date Tested: 07/25/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
UTM 2KIP
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.071 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2977.5 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.072 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2888.9 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.075 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2234 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Sample 4 Median Thickness 0.074 in
Sample 4 Thickness all Within 0.003 inch? Yes
Sample 4 Ultimate Tensile 2864.9 lbf/in^2
Sample 4 Elongation (350% Min) Pass
Sample 5 Median Thickness 0.069 in
Sample 5 Thickness all Within 0.003 inch? Yes
Sample 5 Ultimate Tensile 2716.8 lbf/in^2
Sample 5 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2864.9 lbf/in^2

Test 3 of 4

DIME Test ID: 2017-07-21-3-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 07/31/2017
Date Tested: 07/25/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
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 0.08 in
Sample 1 Tear Strength 175 lbf / in
Sample 2 Median Thickness 0.066 in
Sample 2 Tear Strength 227.3 lbf / in
Sample 3 Median Thickness 0.075 in
Sample 3 Tear Strength 240 lbf / in
Sample 4 Median Thickness 0.077 in
Sample 4 Tear Strength 233.8 lbf / in
Sample 5 Median Thickness 0.072 in
Sample 5 Tear Strength 236.1 lbf / in
Median of the Tear Strength Values 233.8 lb/in

Test 4 of 4

DIME Test ID: 2017-07-21-3-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 07/31/2017
Date Tested: 07/28/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Result Pass

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.