Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214795 DEA: 030H3424 EFIS: 0317000153
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-22.6
Work Description: REPLACE BRIDGE DECK WITH PRESTRESSED CONCRETE BOX GIRDER.
Location Description: SACRAMENTO COUNTY IN SACRAMENTO AT 21ST AVENUE UNDERCROSSING
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 Allison Parkway, # A, Vacaville, CA 95688
Resident Engineer: Howard Giang Structure Rep.: Brandon Miller
DIME Sample ID: 2021-06-15-6
TL Number from the TL Form: C725807
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: 06/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2021
The quantity of what the sample constitutes: 1
A brief description of the sample: Plain Bearing Pad
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Warco
Mfg. Lot Number(s): 12821
Material/Compound/Elastomer ID: na
Samples Representing: 1
Description (size): 48"x.5"x30ft
Comments:
Description (Number of Shims): 0
Type of Bearing Pad: Plain
Description (Thickness of Shims): NA
Manufacturer(s): Warco Biltrite
Batch Number: na
DIME Test ID: 2021-06-15-6-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 06/16/2021
Date Tested: 06/16/2021
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
|
73 f
|
Humidity
|
51 %
|
Reading #1
|
54
|
Reading #2
|
52
|
Reading #3
|
53
|
Reading #4
|
53
|
Reading #5
|
52
|
Mean
|
52.8
|
DIME Test ID: 2021-06-15-6-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 06/16/2021
Date Tested: 06/16/2021
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
|
0.119
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
Sample 1 Ultimate Tensile
|
2289.25 lbf/in^2
|
Sample 1 Elongation (350% Min)
|
Pass
|
Sample 2 Median Thickness
|
0.118
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
Sample 2 Ultimate Tensile
|
2213.04 lbf/in^2
|
Sample 2 Elongation (350% Min)
|
Pass
|
Sample 3 Median Thickness
|
0.117
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
Sample 3 Ultimate Tensile
|
2219.06 lbf/in^2
|
Sample 3 Elongation (350% Min)
|
Pass
|
Sample 4 Median Thickness
|
0.113
|
Sample 4 Thickness all Within 0.003 inch?
|
Yes
|
Sample 4 Ultimate Tensile
|
2225.58 lbf/in^2
|
Sample 4 Elongation (350% Min)
|
Pass
|
Sample 5 Median Thickness
|
0.114
|
Sample 5 Thickness all Within 0.003 inch?
|
Yes
|
Sample 5 Ultimate Tensile
|
2241.51 lbf/in^2
|
Sample 5 Elongation (350% Min)
|
Pass
|
Median of the Ultimate Tensile Values
|
2225.6 lbf/in^2
|
DIME Test ID: 2021-06-15-6-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 06/16/2021
Date Tested: 06/16/2021
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
|
0.116
|
Sample 1 Tear Strength
|
224.3
|
Sample 2 Median Thickness
|
0.122
|
Sample 2 Tear Strength
|
217.5
|
Sample 3 Median Thickness
|
0.119
|
Sample 3 Tear Strength
|
216.5
|
Median of the Tear Strength Values
|
217.5 lb/in
|
DIME Test ID: 2021-06-15-6-4
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 06/16/2021
Date Tested: 06/16/2021
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
|
0.073
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
Sample 1 Ultimate Tensile
|
2344.12 lbf/in^2
|
Sample 1 Elongation (350% Min)
|
Pass
|
Sample 2 Median Thickness
|
0.073
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
Sample 2 Ultimate Tensile
|
2106.94 lbf/in^2
|
Sample 2 Elongation (350% Min)
|
Pass
|
Sample 3 Median Thickness
|
0.065
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
Sample 3 Ultimate Tensile
|
2132.71 lbf/in^2
|
Sample 3 Elongation (350% Min)
|
Pass
|
Sample 4 Median Thickness
|
0.066
|
Sample 4 Thickness all Within 0.003 inch?
|
Yes
|
Sample 4 Ultimate Tensile
|
2228.17 lbf/in^2
|
Sample 4 Elongation (350% Min)
|
Pass
|
Sample 5 Median Thickness
|
0.062
|
Sample 5 Thickness all Within 0.003 inch?
|
Yes
|
Sample 5 Ultimate Tensile
|
2188.71 lbf/in^2
|
Sample 5 Elongation (350% Min)
|
Pass
|
Median of the Ultimate Tensile Values
|
2188.7 lbf/in^2
|