Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210812 DEA: 041A3404 EFIS: 0412000162
QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-9-3.6,11.4
Work Description: REPLACE EXISTING BRIDGE RAILING.
Location Description: IN SANTA CLARA COUNTY IN SARATOGA AND LOS GATOS AT WEST BRANCHSARATOGA CREEK BRIDGE AND ATSARATOGA AVENUE SEPARATION
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: 120 Granite Rock , San Jose, CA 95136
Resident Engineer: Eunmi Choi Structure Rep.: Hellina Au
DIME Sample ID: 2016-07-06-12
TL Number from the TL Form: C836002
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: 07/06/2016
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2016
The quantity of what the sample constitutes: 1
A brief description of the sample: Bearing Pad
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dynatect
Mfg. Lot Number(s): 051116
Material/Compound/Elastomer ID: NA
Samples Representing: 43
Description (size): 1in x 4in x 6in
Comments: Unknown
Description (Number of Shims): 2
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Dynatect
Batch Number: NA
DIME Test ID: 2016-07-06-12-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 08/01/2016
Date Tested: 07/26/2016
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
|
55
|
|
Reading #3
|
55
|
|
Reading #4
|
54
|
|
Reading #5
|
55
|
|
Mean
|
54.6
|
DIME Test ID: 2016-07-06-12-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 08/01/2016
Date Tested: 07/26/2016
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
|
3142.9 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
|
3257.1 lbf/in^2
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.071 in
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
3314.6 lbf/in^2
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
3257.1 lbf/in^2
|
DIME Test ID: 2016-07-06-12-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 08/01/2016
Date Tested: 07/26/2016
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
|
0.068 in
|
|
Sample 2 Tear Strength
|
294.1 lbf / in
|
|
Sample 3 Median Thickness
|
0.066 in
|
|
Sample 3 Tear Strength
|
287.9 lbf / in
|
|
Median of the Tear Strength Values
|
287.9 lb/in
|
DIME Test ID: 2016-07-06-12-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 08/01/2016
Date Tested: 07/29/2016
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:
