Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212830 DEA: 080R3504 EFIS: 0812000071
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-111-10-R16.1-111-R60.5
Work Description: FRP COMPOSITE SYSTEM FOR COLUMNS. HINGES RESTRAINERS ON THE DECKS
Location Description: RIVERSIDE COUNTY IN BANNING AND PALM SPRING AT SAN GORGONIO WASH BRIDGE AND AT WHITEWATER RIVER OVERFLOW BRIDGE
Contractor Name: J. FRANCIS COMPANY
Contractor Address: 16197 Krameria Ave., Riverside, CA 92504
Resident Engineer: Xavier Avila Structure Rep.: Shukri Abouazra
DIME Sample ID: 2018-06-06-2
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Department Acceptance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 06/06/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2018
The quantity of what the sample constitutes: 82 pcs
A brief description of the sample: 2x4x6 bearing
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dynatect, Cal Neva
Mfg. Lot Number(s): 051418
Material/Compound/Elastomer ID: Neoprene Pad 55
Samples Representing: Lot 051418 82 pcs
Description (size): 2x4x8 inches
Comments:
Description (Number of Shims): 4
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Dynatect Cal Neva
Batch Number: PN0340313
DIME Test ID: 2018-06-06-2-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 06/19/2018
Date Tested: 06/19/2018
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
|
56
|
|
Reading #2
|
55
|
|
Reading #3
|
55
|
|
Reading #4
|
56
|
|
Reading #5
|
55
|
|
Mean
|
55.4
|
DIME Test ID: 2018-06-06-2-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 06/19/2018
Date Tested: 06/19/2018
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 %
|
|
Temperature
|
72 F
|
|
Sample 1 Median Thickness
|
0.066 in
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
2969.7 lbf/in^2
|
|
Sample 1 Elongation (350% Min)
|
Pass
|
|
Sample 2 Median Thickness
|
0.067 in
|
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 2 Ultimate Tensile
|
2678.6 lbf/in^2
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.065 in
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
3251.5 lbf/in^2
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2969.7 lbf/in^2
|
DIME Test ID: 2018-06-06-2-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 06/19/2018
Date Tested: 06/19/2018
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
|
no data
|
|
Humidity
|
50 %
|
|
Temperature
|
72 F
|
|
Sample 1 Median Thickness
|
0.068 in
|
|
Sample 1 Tear Strength
|
250 lbf / in
|
|
Sample 2 Median Thickness
|
0.068 in
|
|
Sample 2 Tear Strength
|
220.6 lbf / in
|
|
Sample 3 Median Thickness
|
0.065 in
|
|
Sample 3 Tear Strength
|
292.3 lbf / in
|
|
Median of the Tear Strength Values
|
250 lb/in
|
DIME Test ID: 2018-06-06-2-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 06/19/2018
Date Tested: 06/19/2018
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:
