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Sample Record for 2022-08-08-49

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Project Information

Project ID: 993183 DEA: 031H2704 EFIS: 0316000082 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-70-R11.2/13.5
Work Description: UPGRADE BRIDGE RAILS & CONSTRUCT CONCRETE MEDIAN BARRIER.
Location Description: YUBA COUNTY NEAR LINDA AND MARYSVILLE FROM 2.4 MILES SOUTH OF FEATHER RIVER BOULEVARD UNDERCROSSING TO THE YUBA RIVER BRIDGE AND OVERHEAD
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 Allison Parkway, # A, Vacaville, CA 95688
Resident Engineer: Selvendran Manoharan Structure Rep.: Brent Bullard

Sample Information

DIME Sample ID: 2022-08-08-49
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 TM2 - Type B Elastomeric Joint Seal
Sample Taken Date: 08/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2022
The quantity of what the sample constitutes: 1
A brief description of the sample: Joint Seal
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Watson Bowman

Material Information

Mfg. Lot Number(s): I0HSA
Manufacturer(s): Watson Bowman
Temperature: 72
Humidity: 50
Comments:
Joint Seal Size: 1.75
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2022-08-08-49-1
Test Method: CTM 673-July 2012: Method of Determining Movement Rating of Type B1 and B2 Preformed Elastomeric Joint Seals
Verified Date: 09/06/2022
Date Tested: 08/23/2022
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:
UTM NA
Temperature 72 f
Humidity 50 %
Spec Minimum Uncompressed Width 1.72 in
Area (5 Times of the Height of Contact Face) 9.1675 sqin
Half of the Spec Minimum Uncompressed Width 0 in
85 Percent of the Spec Minimum Uncompressed Width 1.8335 in
3 Times of the Area 0 sqin
4 Times of the Load at W1 0 lbs
W1 (US Units) 1.48 in
W1 (Metric Units) 37.48 millimeters
W2 (US Units) 0.8 in
W2 (Metric Units) 20.26 millimeters
Satisfactory of MR of (US Units) 0.6779 in
Satisfactory of MR of (Metric Units) 17.22 millimeters
Optional W1 Measurement 1 0 in
Optional W1 Measurement 2 0 sqin

Test 2 of 7

DIME Test ID: 2022-08-08-49-2
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 09/06/2022
Date Tested: 08/23/2022
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 57
Reading #2 58
Reading #3 57
Reading #4 60
Reading #5 57
Mean 57.8

Test 3 of 7

DIME Test ID: 2022-08-08-49-3
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 09/06/2022
Date Tested: 08/23/2022
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 psi
UTM 2kip
Humidity 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.053
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2058.59
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.06
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2043.74
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.058
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2045.06
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2045.1 psi

Test 4 of 7

DIME Test ID: 2022-08-08-49-4
Test Method: ASTM D2628-91r16: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements
Verified Date: 09/06/2022
Date Tested: 08/24/2022
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: COLD TEMP
Test Result Compliance:
Additional Comments When Verified:
High or low tempurature Low
Temperature 72 f
Humidity 50 %
Temp Recovery (22 hrs at -20F) Size Before (Height of Contact Face ) 1.75 in
Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face ) 1.701 in
Percent Recovery 97 %

Test 5 of 7

DIME Test ID: 2022-08-08-49-5
Test Method: ASTM D2628-91-re16: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements
Verified Date: 09/06/2022
Date Tested: 08/30/2022
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: HIGH TEMP
Test Result Compliance:
Additional Comments When Verified:
High or low tempurature High
Temperature 72 f
Humidity 50 %
Temp Recovery (22 hrs at -20F) Size Before (Height of Contact Face ) 1.75 in
Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face ) 1.73 in
Percent Recovery 99 %

Test 6 of 7

DIME Test ID: 2022-08-08-49-6
Test Method: ASTM D471-15a: Standard Test Method for Rubber Property - Effect of Liquids
Verified Date: 08/29/2022
Date Tested: 08/29/2022
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:
Oil Swell Percentage 37.4 %

Test 7 of 7

DIME Test ID: 2022-08-08-49-7
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 08/29/2022
Date Tested: 08/29/2022
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:
Result Pass