Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213470 DEA: 06394604 EFIS: 0600020595
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-269-10.6/12.4
Work Description: REPLACE BRIDGES AND RECONSTRUCT ROADWAY.
Location Description: FRESNO COUNTY NEAR HURON FROM 1.0 MILE NORTH OF PALMER AVENUE TO 0.4 MILE SOUTH OF ROUTE 198
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 5771 S. Toyota Avenue, Fresno, CA 93725
Resident Engineer: Din Dadawalla Structure Rep.: Nathan Quiroz
DIME Sample ID: 2019-01-28-6
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 01/28/2019
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2019
The quantity of what the sample constitutes: 1
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: Dynamic Rubber
Mfg. Lot Number(s): CR5500119
Material/Compound/Elastomer ID: na
Samples Representing: 11
Description (size): 3.45" x 11" x 11"
Comments: Unknown
Description (Number of Shims): 6
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Dynamic Rubber
Batch Number: na
DIME Test ID: 2019-01-28-6-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 02/12/2019
Date Tested: 02/01/2019
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Temperature
|
72 f
|
|
Humidity
|
50 %
|
|
Reading #1
|
51
|
|
Reading #2
|
54
|
|
Reading #3
|
51
|
|
Reading #4
|
50
|
|
Reading #5
|
51
|
|
Mean
|
51.4
|
DIME Test ID: 2019-01-28-6-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 02/12/2019
Date Tested: 02/01/2019
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
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
|
0.061 in
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
2941.2 lbf/in^2
|
|
Sample 1 Elongation (350% Min)
|
Pass
|
|
Sample 2 Median Thickness
|
0.062 in
|
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 2 Ultimate Tensile
|
2838.7 lbf/in^2
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.061 in
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
2026.1 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
|
3040.5 lbf/in^2
|
|
Sample 4 Elongation (350% Min)
|
Pass
|
|
Sample 5 Median Thickness
|
0.068 in
|
|
Sample 5 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 5 Ultimate Tensile
|
2588.2 lbf/in^2
|
|
Sample 5 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2838.7 lbf/in^2
|
DIME Test ID: 2019-01-28-6-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 02/12/2019
Date Tested: 02/01/2019
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
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
|
0.067 in
|
|
Sample 1 Tear Strength
|
209 lbf / in
|
|
Sample 2 Median Thickness
|
0.064 in
|
|
Sample 2 Tear Strength
|
218.8 lbf / in
|
|
Sample 3 Median Thickness
|
0.066 in
|
|
Sample 3 Tear Strength
|
227.3 lbf / in
|
|
Median of the Tear Strength Values
|
218.8 lb/in
|
DIME Test ID: 2019-01-28-6-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 02/01/2019
Date Tested: 02/01/2019
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:
