Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213520 DEA: 120M9004 EFIS: 1213000017
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-22-R5.6/R10.9
Work Description: RECHANNELIZE TO ENHANCE TRAFFIC FLOW
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF BROOKHURST STREET UNDERCROSSING IN GARDEN GROVE TO BEDFORD ROAD OVERCROSSING IN ORANGE
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Avenue, Fontana, CA 92335
Resident Engineer: Adrian Wu Structure Rep.: Theodore Pham
DIME Sample ID: 2019-12-20-13
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: 12/20/2019
Date that the sample was received by the laboratory/organization performing the testing: 01/15/2020
The quantity of what the sample constitutes: 2
A brief description of the sample: elastomeric bearing pad
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DS Brown
Mfg. Lot Number(s): 4001257-1A
Material/Compound/Elastomer ID: na
Samples Representing: 10
Description (size): 2.3x16x20
Comments: Unknown
Description (Number of Shims): 4
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): DS Brown
Batch Number: na
DIME Test ID: 2019-12-20-13-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 01/28/2020
Date Tested: 01/27/2020
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
|
55
|
Reading #2
|
56
|
Reading #3
|
55
|
Reading #4
|
55
|
Reading #5
|
56
|
Mean
|
55.4
|
DIME Test ID: 2019-12-20-13-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 01/28/2020
Date Tested: 01/28/2020
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
|
50.00 %
|
Temperature
|
72 F
|
Sample 1 Median Thickness
|
0.106
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
Sample 1 Ultimate Tensile
|
2041.48 lbf/in^2
|
Sample 1 Elongation (350% Min)
|
Pass
|
Sample 2 Median Thickness
|
0.103
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
Sample 2 Ultimate Tensile
|
2382.45 lbf/in^2
|
Sample 2 Elongation (350% Min)
|
Pass
|
Sample 3 Median Thickness
|
0.105
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
Sample 3 Ultimate Tensile
|
2416.98 lbf/in^2
|
Sample 3 Elongation (350% Min)
|
Pass
|
Sample 4 Median Thickness
|
0.108
|
Sample 4 Thickness all Within 0.003 inch?
|
Yes
|
Sample 4 Ultimate Tensile
|
2291.7 lbf/in^2
|
Sample 4 Elongation (350% Min)
|
Pass
|
Sample 5 Median Thickness
|
0.099
|
Sample 5 Thickness all Within 0.003 inch?
|
Yes
|
Sample 5 Ultimate Tensile
|
2236.45 lbf/in^2
|
Sample 5 Elongation (350% Min)
|
Pass
|
Median of the Ultimate Tensile Values
|
2291.7 lbf/in^2
|
DIME Test ID: 2019-12-20-13-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 01/28/2020
Date Tested: 01/28/2020
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
|
2kip
|
Humidity
|
50.00 %
|
Temperature
|
72 F
|
Sample 1 Median Thickness
|
0.106
|
Sample 1 Tear Strength
|
253.3
|
Sample 2 Median Thickness
|
0.112
|
Sample 2 Tear Strength
|
247.3
|
Sample 3 Median Thickness
|
0.108
|
Sample 3 Tear Strength
|
256.4
|
Median of the Tear Strength Values
|
253.3 lb/in
|
DIME Test ID: 2019-12-20-13-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 01/28/2020
Date Tested: 01/28/2020
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: