Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213569 DEA: 024F2104 EFIS: 0212000072
QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD-299-0.5/1.0
Work Description: Butte and Ash Creek Bridge Replacement
Location Description: Construction of Butte Creek Bridge and Ash Creek Bridge on Route 299 at Adin
Contractor Name: WEST COAST CONTRACTORS
Contractor Address: 61050 Highway 101, Coos Bay, Oregon 97420
Resident Engineer: Mike Zdenek Structure Rep.: Ryan G Duran
DIME Sample ID: 2019-06-17-11
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: 06/17/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2019
The quantity of what the sample constitutes: 2
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
Mfg. Lot Number(s): 17865-2
Material/Compound/Elastomer ID: na
Samples Representing: 62
Description (size): 2" x 12" x 24"
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
DIME Test ID: 2019-06-17-11-1
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 06/21/2019
Date Tested: 06/21/2019
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:
DIME Test ID: 2019-06-17-11-2
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 06/26/2019
Date Tested: 06/20/2019
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
|
52
|
Reading #2
|
51
|
Reading #3
|
52
|
Reading #4
|
52
|
Reading #5
|
50
|
Mean
|
51.4
|
DIME Test ID: 2019-06-17-11-3
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 06/26/2019
Date Tested: 06/21/2019
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
|
0.07 in
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
Sample 1 Ultimate Tensile
|
2571.4 lbf/in^2
|
Sample 1 Elongation (350% Min)
|
Pass
|
Sample 2 Median Thickness
|
0.07 in
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
Sample 2 Ultimate Tensile
|
2514.3 lbf/in^2
|
Sample 2 Elongation (350% Min)
|
Pass
|
Sample 3 Median Thickness
|
0.068 in
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
Sample 3 Ultimate Tensile
|
2647.1 lbf/in^2
|
Sample 3 Elongation (350% Min)
|
Pass
|
Median of the Ultimate Tensile Values
|
2571.4 lbf/in^2
|
DIME Test ID: 2019-06-17-11-4
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 06/26/2019
Date Tested: 06/21/2019
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
|
0.07 in
|
Sample 1 Tear Strength
|
185.7 lbf / in
|
Sample 2 Median Thickness
|
0.069 in
|
Sample 2 Tear Strength
|
173.9 lbf / in
|
Sample 3 Median Thickness
|
0.069 in
|
Sample 3 Tear Strength
|
188.4 lbf / in
|
Sample 4 Median Thickness
|
0.067 in
|
Sample 4 Tear Strength
|
179.1 lbf / in
|
Sample 5 Median Thickness
|
0.068 in
|
Sample 5 Tear Strength
|
176.5 lbf / in
|
Median of the Tear Strength Values
|
179.1 lb/in
|