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Sample Record for 2020-10-29-6

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Project Information

Project ID: 213444 DEA: 060Q2804 EFIS: 0613000051 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99,178-23.8/R28.4,0.1
Work Description: RECONSTRUCT LANES AND SHOULDERS WITH CRCP, MODIFYING ELECTRICAL SYSTEM
Location Description: KERN COUNTY IN BAKERSFIELD ON ROUTE 99 FROM 0.3 MILE SOUTH OF PALM AVENUE OVERCROSSING TO BEARDSLEY CANAL BRIDGE AND ON ROUTE 178 AT ROUTE 99/178 SEPARATION
Contractor Name: BROSAMER & WALL, INC.
Contractor Address: 1777 Oakland Blvd., Suite 300, Walnut Creek, CA 94596
Resident Engineer: Hugo Camberos Structure Rep.: Luis Melendez

Sample Information

DIME Sample ID: 2020-10-29-6
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM2 - Type B Elastomeric Joint Seal
Sample Taken Date: 10/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/03/2020
The quantity of what the sample constitutes: 1
A brief description of the sample: joint seal
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Watson Bowman

Material Information

Mfg. Lot Number(s): 1220393
Manufacturer(s): Watson Bowman
Temperature: 72
Humidity: 50
Comments:
Joint Seal Size: 2.75"

Test Results

Test 1 of 7

DIME Test ID: 2020-10-29-6-1
Test Method: CTM 673-July 2012: Method of Determining Movement Rating of Type B1 and B2 Preformed Elastomeric Joint Seals
Verified Date: 11/09/2020
Date Tested: 11/04/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
UTM 2KIP
Temperature 72 f
Humidity 50 %
Spec Minimum Uncompressed Width 2.78 in
Area (5 Times of the Height of Contact Face) 13.9675 sqin
Half of the Spec Minimum Uncompressed Width 0 in
85 Percent of the Spec Minimum Uncompressed Width 2.7935 in
3 Times of the Area 0 sqin
4 Times of the Load at W1 0 lbs
W1 (US Units) 2.37 in
W1 (Metric Units) 60.13 millimeters
W2 (US Units) 1.2 in
W2 (Metric Units) 30.56 millimeters
Satisfactory of MR of (US Units) 1.164 in
Satisfactory of MR of (Metric Units) 29.57 millimeters
Optional W1 Measurement 1 0 in
Optional W1 Measurement 2 0 sqin

Test 2 of 7

DIME Test ID: 2020-10-29-6-2
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 11/09/2020
Date Tested: 11/05/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Reading #1 56
Reading #2 58
Reading #3 55
Reading #4 56
Reading #5 55
Mean 56

Test 3 of 7

DIME Test ID: 2020-10-29-6-3
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Verified Date: 11/09/2020
Date Tested: 11/05/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
UTM 2kip
Humidity 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.082
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2207.07
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.076
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2103.75
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.082
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2142.44
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2142.4 psi

Test 4 of 7

DIME Test ID: 2020-10-29-6-4
Test Method: ASTM D471-15a: Standard Test Method for Rubber Property - Effect of Liquids
Verified Date: 11/09/2020
Date Tested: 11/09/2020
Submitted By Organization: CT HQ - Sacramento Chemistry Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: lisa.dobeck@dot.ca.gov
Organization Phone: (916) 227-7919
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Oil Swell Percentage 28 %

Test 5 of 7

DIME Test ID: 2020-10-29-6-5
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 11/09/2020
Date Tested: 11/09/2020
Submitted By Organization: CT HQ - Sacramento Chemistry Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: lisa.dobeck@dot.ca.gov
Organization Phone: (916) 227-7919
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Result Pass

Test 6 of 7

DIME Test ID: 2020-10-29-6-6
Test Method: ASTM D2628-91-re16: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements
Verified Date: 11/09/2020
Date Tested: 11/06/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
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 ) 2.75 in
Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face ) 2.425 in
Percent Recovery 88 %

Test 7 of 7

DIME Test ID: 2020-10-29-6-7
Test Method: ASTM D2628-91-re16: Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements
Verified Date: 11/09/2020
Date Tested: 11/09/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
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 ) 2.75 in
Temp Recovery (22 hrs at -20F) Size After (Recovered Contact Face ) 2.5815 in
Percent Recovery 94 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.