Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993334 DEA: 051M3704 EFIS: 0519000130
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-154-23.8/29.2
Work Description: COLD PLANE EXISTING PAVEMENT, PLACE HMA-A AND HFST OVERLAY.
Location Description: SANTA BARBARA COUNTY NEAR SANTA BARBARA AT VARIOUS LOCATIONS FROM 0.4 MILE EAST OF STAGECOACH ROAD TO 0.8 MILE WEST OF SAN ANTONIO CREEK ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2023 Preisker Lane, Unit B, Santa Maria, CA 93454
Resident Engineer: David Ballentine Structure Rep.: Unknown
DIME Sample ID: 2022-06-02-45
TL Number from the TL Form: C943114
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 594-1991
Type of Sample: Quality Assurance
Type of Material: High Friction Surface Treatment
Sample Taken Date: 06/02/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/14/2022
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943114
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2022-06-02-45-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 06/30/2022
Date Tested: 06/30/2022
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2022-06-02-45-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/30/2022
Date Tested: 06/09/2022
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested
|
6
|
Conditioning procedure
|
18/25/50+5/70
|
Speed of testing
|
0.45 in/min
|
Sample 1 Width
|
0.143 in
|
Sample 1 Ultimate strength
|
3608 psi
|
Sample 1 Thickness
|
0.492 in
|
Sample 1 Area
|
0.0704 in^2
|
Sample 1 Ultimate Strength Actual
|
254 lbs
|
Sample 1 percent elongation
|
63.4 %
|
Sample 1 Time
|
0 MM:SS
|
Sample 2 Width
|
0.15 in
|
Sample 2 Thickness
|
0.492 in
|
Sample 2 Area
|
0.0738 in^2
|
Sample 2 Ultimate strength
|
3790 psi
|
Sample 2 Ultimate Strength Actual
|
279.7 lbs
|
Sample 2 percent elongation
|
65.5 %
|
Sample 2 Time
|
0 MM:SS
|
Sample 3 Width
|
0.141 in
|
Sample 3 Thickness
|
0.491 in
|
Sample 3 Area
|
0.0692 in^2
|
Sample 3 Ultimate strength
|
2974 psi
|
Sample 3 Ultimate Strength Actual
|
205.8 lbs
|
Sample 3 percent elongation
|
38.7 %
|
Sample 3 Time
|
0 MM:SS
|
Sample 4 Width
|
0.146 in
|
Sample 4 Thickness
|
0.487 in
|
Sample 4 Area
|
0.0711 in^2
|
Sample 4 Ultimate strength
|
3694.8 psi
|
Sample 4 Ultimate Strength Actual
|
262.7 lbs
|
Sample 4 percent elongation
|
64.6 %
|
Sample 4 Time
|
0 MM:SS
|
Sample 5 Width
|
0.147 in
|
Sample 5 Thickness
|
0.493 in
|
Sample 5 Area
|
0.0725 in^2
|
Sample 5 Ultimate strength
|
3507.6 psi
|
Sample 5 Ultimate Strength Actual
|
254.3 lbs
|
Sample 5 percent elongation
|
59.7 %
|
Sample 5 Time
|
0 MM:SS
|
Sample 6 Width
|
0.134 in
|
Sample 6 Thickness
|
0.486 in
|
Sample 6 Area
|
0.0651 in^2
|
Sample 6 Ultimate strength
|
3563.7 psi
|
Sample 6 Ultimate Strength Actual
|
232 lbs
|
Sample 6 percent elongation
|
59.7 %
|
Sample 6 Time
|
0 MM:SS
|
Ultimate Strength Average
|
3523 psi
|
Percent Elongation Average
|
59 %
|