Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212574 DEA: 02368414 EFIS: 0215000066
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-44-R4.6/R6.4
Work Description: CONSTRUCT OVERCROSSING, WIDEN WITH HMA AND AB, AND OVERLAY WITH HMA
Location Description: SHASTA COUNTY NEAR PALO CEDRO FROM CLOUGH CREEK BRIDGE TO 0.6 MILE WEST OF DESCHUTES ROAD UNDERCROSSING
Contractor Name: TULLIS, INC.
Contractor Address: P O BOX 493416, REDDING CA 96049
Resident Engineer: Nathan Alexander Structure Rep.: Chaffie Eric
DIME Sample ID: 2018-05-01-4
TL Number from the TL Form: Unknown
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: 05/01/2018
Date that the sample was received by the laboratory/organization performing the testing: 05/02/2018
The quantity of what the sample constitutes: 1
A brief description of the sample: Bearing Pad
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber
Mfg. Lot Number(s): 16555-1
Material/Compound/Elastomer ID: NA
Samples Representing: 11
Description (size): 3" x 18" x 22"
Comments: Unknown
Description (Number of Shims): 6
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA
DIME Test ID: 2018-05-01-4-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 05/09/2018
Date Tested: 05/07/2018
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: complies
Additional Comments When Verified:
|
Temperature
|
70 f
|
|
Humidity
|
50 %
|
|
Reading #1
|
52
|
|
Reading #2
|
52
|
|
Reading #3
|
52
|
|
Reading #4
|
52
|
|
Reading #5
|
52
|
|
Mean
|
52
|
DIME Test ID: 2018-05-01-4-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 05/09/2018
Date Tested: 05/08/2018
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
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3
|
|
UTM
|
no data
|
|
Humidity
|
50 %
|
|
Temperature
|
70 F
|
|
Sample 1 Median Thickness
|
0.075 in
|
|
Sample 1 Tear Strength
|
241.3 lbf / in
|
|
Sample 2 Median Thickness
|
0.067 in
|
|
Sample 2 Tear Strength
|
229.9 lbf / in
|
|
Sample 3 Median Thickness
|
0.067 in
|
|
Sample 3 Tear Strength
|
217.9 lbf / in
|
|
Median of the Tear Strength Values
|
229.9 lb/in
|
DIME Test ID: 2018-05-01-4-4
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 05/09/2018
Date Tested: 05/07/2018
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
|
11KIP
|
|
Humidity
|
50 %
|
|
Temperature
|
70 F
|
|
Sample 1 Median Thickness
|
0.076 in
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
2415.8 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
|
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Sample 2 Ultimate Tensile
|
2613.1 lbf/in^2
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.057 in
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
2587.4 lbf/in^2
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2587.4 lbf/in^2
|
DIME Test ID: 2018-05-01-4-5
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 05/08/2018
Date Tested: 05/08/2018
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:
