Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215823 DEA: 101H5004 EFIS: 1017000154
QA Service Level: 1
DIST-CO-RTE-PM: 10-CAL-4-15.9/16.3
Work Description: REPLACE BRIDGE
Location Description: CALAVERAS COUNTY NEAR ANGELS CAMP FROM 0.3 MILE WEST OF CHEROKEE CREEK BRIDGE TO 0.1 MILE EAST OF CHEROKEE BRIDGE
Contractor Name: VIKING CONSTRUCTION COMPANY, INC. PM: Will Padilla
Contractor Address: P O BOX 1508, RANCHO CORDOVA, CA 95741
Resident Engineer: Pawan Garg Structure Rep.: Daniel Laureno
DIME Sample ID: 2023-04-14-35
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: 04/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/17/2023
The quantity of what the sample constitutes: 12
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: Bridge Rubber Bearing
Mfg. Lot Number(s): 2527-5
Material/Compound/Elastomer ID: NA
Samples Representing: 12
Description (size): 2" x 12" x 12"
Comments:
Description (Number of Shims): 4
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Bridge Rubber Bearing
Batch Number: 132252
DIME Test ID: 2023-04-14-35-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 05/11/2023
Date Tested: 05/05/2023
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
|
51
|
|
Reading #2
|
52
|
|
Reading #3
|
51
|
|
Reading #4
|
50
|
|
Reading #5
|
50
|
|
Mean
|
50.8
|
DIME Test ID: 2023-04-14-35-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 05/11/2023
Date Tested: 04/28/2023
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
|
50.00 %
|
|
Temperature
|
72 F
|
|
Sample 1 Median Thickness
|
0.07
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
2355.78 lbf/in^2
|
|
Sample 1 Elongation (350% Min)
|
Pass
|
|
Sample 2 Median Thickness
|
0.07
|
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 2 Ultimate Tensile
|
2388.84 lbf/in^2
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.073
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
2489.05 lbf/in^2
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2388.8 lbf/in^2
|
DIME Test ID: 2023-04-14-35-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 05/11/2023
Date Tested: 04/28/2023
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
|
|
UTM
|
2kip
|
|
Humidity
|
50.00 %
|
|
Temperature
|
72 F
|
|
Sample 1 Median Thickness
|
0.078
|
|
Sample 1 Tear Strength
|
159.8
|
|
Sample 2 Median Thickness
|
0.079
|
|
Sample 2 Tear Strength
|
179
|
|
Sample 3 Median Thickness
|
0.076
|
|
Sample 3 Tear Strength
|
180.7
|
|
Sample 4 Median Thickness
|
0.076
|
|
Sample 4 Tear Strength
|
128.8
|
|
Sample 5 Median Thickness
|
0.076
|
|
Sample 5 Tear Strength
|
237.4
|
|
Median of the Tear Strength Values
|
179 lb/in
|
DIME Test ID: 2023-04-14-35-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 04/28/2023
Date Tested: 04/28/2023
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:
Additional Comments When Verified:
DIME Test ID: 2023-04-14-35-5
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 05/11/2023
Date Tested: 05/01/2023
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
|
0.065
|
|
Sample 1 Tear Strength
|
189
|
|
Sample 2 Median Thickness
|
0.066
|
|
Sample 2 Tear Strength
|
186.3
|
|
Sample 3 Median Thickness
|
0.066
|
|
Sample 3 Tear Strength
|
212.4
|
|
Median of the Tear Strength Values
|
189 lb/in
|
