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Sample Record for 2018-08-21-16

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Project Information

Project ID: 213139 DEA: 051H6604 EFIS: 0516000122 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-1-11.7/63.0
Work Description: POLYESTER CONCRETE OVERLAY, METHACRYLATE DECK SEAL, JOINT SEAL
Location Description: MONTEREY COUNTY AT VARIOUS LOCATIONS FROM WILLOW CREEK BRIDGE TO GARRAPATA CREEK BRIDGE
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Ct, Suite D, Benicia, CA 94510
Resident Engineer: Tyler Lavering Structure Rep.: DAVID GALARZA

Sample Information

DIME Sample ID: 2018-08-21-16
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 TM1 - Elastomeric Bearing Pad
Sample Taken Date: 08/21/2018
Date that the sample was received by the laboratory/organization performing the testing: 08/23/2018
The quantity of what the sample constitutes: 1
A brief description of the sample: Elastomeric Bearing Pad
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber

Material Information

Mfg. Lot Number(s): 16791-1
Material/Compound/Elastomer ID: Neoprene Pad 55
Samples Representing: 17
Description (size): 1.5" x 12" x 12"
Comments: Unknown
Description (Number of Shims): 3
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: N A

Test Results

Test 1 of 4

DIME Test ID: 2018-08-21-16-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 09/18/2018
Date Tested: 09/04/2018
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:
Temperature 72 f
Humidity 50 %
Reading #1 51
Reading #2 51
Reading #3 50
Reading #4 50
Reading #5 51
Mean 50.6

Test 2 of 4

DIME Test ID: 2018-08-21-16-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 09/18/2018
Date Tested: 09/04/2018
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 5
Unit of the Ultimate Tensile Values lbf per sqr in
UTM 2KIP
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.065 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 1656.4 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.063 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2721.5 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.06 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2666.7 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Sample 4 Median Thickness 0.059 in
Sample 4 Thickness all Within 0.003 inch? Yes
Sample 4 Ultimate Tensile 2770.3 lbf/in^2
Sample 4 Elongation (350% Min) Pass
Sample 5 Median Thickness 0.056 in
Sample 5 Thickness all Within 0.003 inch? Yes
Sample 5 Ultimate Tensile 2571.4 lbf/in^2
Sample 5 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2666.7 lbf/in^2

Test 3 of 4

DIME Test ID: 2018-08-21-16-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 09/18/2018
Date Tested: 09/04/2018
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
UTM no data
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.059 in
Sample 1 Tear Strength 220.3 lbf / in
Sample 2 Median Thickness 0.057 in
Sample 2 Tear Strength 280.7 lbf / in
Sample 3 Median Thickness 0.058 in
Sample 3 Tear Strength 189.7 lbf / in
Median of the Tear Strength Values 220.3 lb/in

Test 4 of 4

DIME Test ID: 2018-08-21-16-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 09/05/2018
Date Tested: 09/05/2018
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