Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210569 DEA: 083555V4 EFIS: 0814000086
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-42.5/46.0
Work Description: WIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR.
Location Description: SAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING
Contractor Name: Ames Construction
Contractor Address: 2000 AMES DRIVE, BURNSVILLE, MN 55306
Resident Engineer: Taghreed Al-Khateeb Structure Rep.: Ravinder Singh
DIME Sample ID: 2018-01-17-3
TL Number from the TL Form: NA
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: 01/17/2018
Date that the sample was received by the laboratory/organization performing the testing: 02/07/2018
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
Mfg. Lot Number(s): 16318-1
Material/Compound/Elastomer ID: Grade3
Samples Representing: 11
Description (size): 5" x 15" x 15"
Comments: Unknown
Description (Number of Shims): 10
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: 2-527
DIME Test ID: 2018-01-17-3-1
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 02/20/2018
Date Tested: 02/08/2018
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
|
|
UTM
|
no data
|
|
Humidity
|
49 %
|
|
Temperature
|
72 F
|
|
Sample 1 Median Thickness
|
0.068 in
|
|
Sample 1 Tear Strength
|
235.3 lbf / in
|
|
Sample 2 Median Thickness
|
0.077 in
|
|
Sample 2 Tear Strength
|
155.8 lbf / in
|
|
Sample 3 Median Thickness
|
0.075 in
|
|
Sample 3 Tear Strength
|
200 lbf / in
|
|
Sample 4 Median Thickness
|
0.076 in
|
|
Sample 4 Tear Strength
|
157.9 lbf / in
|
|
Sample 5 Median Thickness
|
0.074 in
|
|
Sample 5 Tear Strength
|
189.2 lbf / in
|
|
Median of the Tear Strength Values
|
189.2 lb/in
|
DIME Test ID: 2018-01-17-3-3
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 02/20/2018
Date Tested: 02/08/2018
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
|
50
|
|
Reading #2
|
51
|
|
Reading #3
|
52
|
|
Reading #4
|
51
|
|
Reading #5
|
53
|
|
Mean
|
51.4
|
DIME Test ID: 2018-01-17-3-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 02/09/2018
Date Tested: 02/09/2018
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:
DIME Test ID: 2018-01-17-3-5
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 02/20/2018
Date Tested: 02/08/2018
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
|
0.074 in
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
2108.1 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
|
2108.1 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
|
2176.5 lbf/in^2
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Sample 4 Median Thickness
|
0.069 in
|
|
Sample 4 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 4 Ultimate Tensile
|
2254.3 lbf/in^2
|
|
Sample 4 Elongation (350% Min)
|
Pass
|
|
Sample 5 Median Thickness
|
0.075 in
|
|
Sample 5 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 5 Ultimate Tensile
|
2180.9 lbf/in^2
|
|
Sample 5 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2176.5 lbf/in^2
|
