Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214552 DEA: 044Q1104 EFIS: 0419000347
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-84-11.7, 11.70
Work Description: Construct Secant Pile Wall
Location Description: Near La Honda, at 3.4 miles east of Pescadero Road
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: 875 Mahler Rd #280, Burlingame, CA 94010
Resident Engineer: Fred Booshehri Structure Rep.: Bryan Nagid
DIME Sample ID: 2020-05-27-15
TL Number from the TL Form: C668876
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: 05/27/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2020
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: GRT Rubber TEchnologies
Mfg. Lot Number(s): BP056127A
Material/Compound/Elastomer ID: na
Samples Representing: 34
Description (size): 1"x8"x12"
Comments: Unknown
Description (Number of Shims): 0
Type of Bearing Pad: Plain
Description (Thickness of Shims): NA
Manufacturer(s): GRT Rubber
Batch Number: na
DIME Test ID: 2020-05-27-15-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 06/08/2020
Date Tested: 06/08/2020
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
|
55
|
Reading #3
|
55
|
Reading #4
|
56
|
Reading #5
|
54
|
Mean
|
55
|
DIME Test ID: 2020-05-27-15-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 06/08/2020
Date Tested: 06/08/2020
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
|
0.065
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
Sample 1 Ultimate Tensile
|
2191.27 lbf/in^2
|
Sample 1 Elongation (350% Min)
|
Pass
|
Sample 2 Median Thickness
|
0.066
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
Sample 2 Ultimate Tensile
|
2122.85 lbf/in^2
|
Sample 2 Elongation (350% Min)
|
Pass
|
Sample 3 Median Thickness
|
0.06
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
Sample 3 Ultimate Tensile
|
1946.91 lbf/in^2
|
Sample 3 Elongation (350% Min)
|
Pass
|
Sample 4 Median Thickness
|
0.064
|
Sample 4 Thickness all Within 0.003 inch?
|
Yes
|
Sample 4 Ultimate Tensile
|
2122.02 lbf/in^2
|
Sample 4 Elongation (350% Min)
|
Pass
|
Sample 5 Median Thickness
|
0.064
|
Sample 5 Thickness all Within 0.003 inch?
|
Yes
|
Sample 5 Ultimate Tensile
|
2235.85 lbf/in^2
|
Sample 5 Elongation (350% Min)
|
Pass
|
Median of the Ultimate Tensile Values
|
2122.9 lbf/in^2
|
DIME Test ID: 2020-05-27-15-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 06/08/2020
Date Tested: 06/08/2020
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
|
0.069
|
Sample 1 Tear Strength
|
255.1
|
Sample 2 Median Thickness
|
0.063
|
Sample 2 Tear Strength
|
243.3
|
Sample 3 Median Thickness
|
0.07
|
Sample 3 Tear Strength
|
251.8
|
Median of the Tear Strength Values
|
251.8 lb/in
|