Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212164 DEA: 051J1304 EFIS: 0517000064
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON,MON-1-45.52, 45.4/45.8
Work Description: Pfeiffer Canyon Emergency Bridge Replacement Project
Location Description: Highway 1 at Pfeiffer State Park
Contractor Name: Golden State Bridge
Contractor Address: 2990 Bay Vista Court, Benicia, CA 94510
Resident Engineer: Tyler Lavering Structure Rep.: David Galarza
DIME Sample ID: 2017-05-09-12
TL Number from the TL Form: C925884
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: 05/09/2017
Date that the sample was received by the laboratory/organization performing the testing: 05/24/2017
The quantity of what the sample constitutes: 1
A brief description of the sample: Bearing Pad
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber
Mfg. Lot Number(s): 15691-1
Material/Compound/Elastomer ID: NA
Samples Representing: 1
Description (size): 5" x 26" x 30"
Comments: Unknown
Description (Number of Shims): 10
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA
DIME Test ID: 2017-05-09-12-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 05/25/2017
Date Tested: 05/24/2017
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 %
|
Reading #1
|
54
|
Reading #2
|
53
|
Reading #3
|
54
|
Reading #4
|
54
|
Reading #5
|
53
|
Mean
|
53.6
|
DIME Test ID: 2017-05-09-12-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 05/25/2017
Date Tested: 05/24/2017
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:
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
|
0.076 in
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
Sample 1 Ultimate Tensile
|
2736.8 lbf/in^2
|
Sample 1 Elongation (350% Min)
|
Pass
|
Sample 2 Median Thickness
|
0.074 in
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
Sample 2 Ultimate Tensile
|
3027 lbf/in^2
|
Sample 2 Elongation (350% Min)
|
Pass
|
Sample 3 Median Thickness
|
0.078 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
|
Median of the Ultimate Tensile Values
|
2736.8 lbf/in^2
|
DIME Test ID: 2017-05-09-12-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 05/25/2017
Date Tested: 05/24/2017
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:
Number of specimens tested
|
3
|
UTM
|
no data
|
Humidity
|
50 %
|
Temperature
|
72 F
|
Sample 1 Median Thickness
|
0.075 in
|
Sample 1 Tear Strength
|
253.3 lbf / in
|
Sample 2 Median Thickness
|
0.069 in
|
Sample 2 Tear Strength
|
260.9 lbf / in
|
Sample 3 Median Thickness
|
0.072 in
|
Sample 3 Tear Strength
|
250 lbf / in
|
Median of the Tear Strength Values
|
253.3 lb/in
|
DIME Test ID: 2017-05-09-12-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 05/25/2017
Date Tested: 05/25/2017
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: