Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214841 DEA: 034H1004 EFIS: 0318000176
QA Service Level: 1
DIST-CO-RTE-PM: 03-SIE-49-9.2/24.7
Work Description: INSTALL RETAINING STRUCTURE AND RSP CONCRETE EMBANKMENT.
Location Description: SIERRA COUNTY ON ROUTE 49 AT VARIOUS LOCATIONS
Contractor Name: GORDON N BALL INC
Contractor Address: 333 CAMILLE AVENUE, ALAMO CA 94507
Resident Engineer: Christopher Fallbeck Structure Rep.: Jimmer Ross
DIME Sample ID: 2020-07-30-25
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: 07/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/07/2020
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: DS Brown
Mfg. Lot Number(s): 4001573-3A
Material/Compound/Elastomer ID: na
Samples Representing: 4
Description (size): 10"x12"x3.450"
Comments:
Description (Number of Shims): 6
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): DS Brown
Batch Number: na
DIME Test ID: 2020-07-30-25-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 08/12/2020
Date Tested: 08/10/2020
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
|
54
|
|
Reading #2
|
54
|
|
Reading #3
|
53
|
|
Reading #4
|
52
|
|
Reading #5
|
53
|
|
Mean
|
53.2
|
DIME Test ID: 2020-07-30-25-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 08/12/2020
Date Tested: 08/10/2020
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
|
0.088
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
1858.14 lbf/in^2
|
|
Sample 1 Elongation (350% Min)
|
Pass
|
|
Sample 2 Median Thickness
|
0.088
|
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 2 Ultimate Tensile
|
2034.15 lbf/in^2
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.089
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
2536.58 lbf/in^2
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Sample 4 Median Thickness
|
0.093
|
|
Sample 4 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 4 Ultimate Tensile
|
2642.76 lbf/in^2
|
|
Sample 4 Elongation (350% Min)
|
Pass
|
|
Sample 5 Median Thickness
|
0.09
|
|
Sample 5 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 5 Ultimate Tensile
|
2557.68 lbf/in^2
|
|
Sample 5 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2536.6 lbf/in^2
|
DIME Test ID: 2020-07-30-25-4
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 08/12/2020
Date Tested: 08/10/2020
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
|
0.089
|
|
Sample 1 Tear Strength
|
239.6
|
|
Sample 2 Median Thickness
|
0.087
|
|
Sample 2 Tear Strength
|
241.1
|
|
Sample 3 Median Thickness
|
0.086
|
|
Sample 3 Tear Strength
|
225.7
|
|
Median of the Tear Strength Values
|
239.6 lb/in
|
DIME Test ID: 2020-07-30-25-5
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 08/10/2020
Date Tested: 08/10/2020
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:
