Sample Record for 2022-04-22-28
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993509 DEA: 101K9604 EFIS: 1019000163
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER,SJ,TUO-99,205,120-Var
Work Description: REPLACE HMA PAVEMENT AND APPLY HIGH FRICTION SURFACE TREATMENT.
Location Description: MERCED, SAN JOAQUIN, AND TUOLUMNE COUNTIES AT VARIOUS LOCATIONS
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court, Benicia, CA 94510
Resident Engineer: Bal Bahadur Paul Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2022-04-22-28
TL Number from the TL Form: 943109
Sample Submitted By Organization: Kwik Bond Polymers
Sample Organization Contact: (760) 518-6064
Type of Sample: Quality Control
Type of Material: High Friction Surface Treatment
Sample Taken Date: 04/22/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/22/2022
The quantity of what the sample constitutes: 32 Totes
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943109
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers and Polynt
Material Information
Mgf. Lot Number(s): T01401975
Batch Number: T01401975
Mix Number: T01401975
Resin Binder Type: Polyester
Used for Overlay: No
Used for Inlay: No
Test Results
Test 1 of 3
DIME Test ID: 2022-04-22-28-1
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: 05/12/2022
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:
Test 2 of 3
DIME Test ID: 2022-04-22-28-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
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) 594-1991
This test has been superseded on 06/30/2022. The corrected test ID is: 2022-04-22-28-3
Reason: retested
Test 3 of 3
DIME Test ID: 2022-04-22-28-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/30/2022
Date Tested: 05/05/2022
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.
Gel Time (ASTM C881) = 19 minutes
Cure Rate (ASTM D1640) = 1.35 hours
The test was superseded from test ID: 2022-04-22-28-2
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens tested
|
5
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.146 in
|
|
Sample 1 Ultimate strength
|
3767.4 psi
|
|
Sample 1 Thickness
|
0.483 in
|
|
Sample 1 Area
|
0.0705 in^2
|
|
Sample 1 Ultimate Strength Actual
|
265.6 lbs
|
|
Sample 1 percent elongation
|
67 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.154 in
|
|
Sample 2 Thickness
|
0.495 in
|
|
Sample 2 Area
|
0.0762 in^2
|
|
Sample 2 Ultimate strength
|
3418.6 psi
|
|
Sample 2 Ultimate Strength Actual
|
260.5 lbs
|
|
Sample 2 percent elongation
|
61.8 %
|
|
Sample 2 Time
|
0 MM:SS
|
|
Sample 3 Width
|
0.147 in
|
|
Sample 3 Thickness
|
0.485 in
|
|
Sample 3 Area
|
0.0713 in^2
|
|
Sample 3 Ultimate strength
|
3465.6 psi
|
|
Sample 3 Ultimate Strength Actual
|
247.1 lbs
|
|
Sample 3 percent elongation
|
62.6 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.146 in
|
|
Sample 4 Thickness
|
0.484 in
|
|
Sample 4 Area
|
0.0707 in^2
|
|
Sample 4 Ultimate strength
|
3558.7 psi
|
|
Sample 4 Ultimate Strength Actual
|
251.6 lbs
|
|
Sample 4 percent elongation
|
64.1 %
|
|
Sample 4 Time
|
0 MM:SS
|
|
Sample 5 Width
|
0.143 in
|
|
Sample 5 Thickness
|
0.484 in
|
|
Sample 5 Area
|
0.0692 in^2
|
|
Sample 5 Ultimate strength
|
2641.6 psi
|
|
Sample 5 Ultimate Strength Actual
|
182.8 lbs
|
|
Sample 5 percent elongation
|
54.7 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
3370 psi
|
|
Percent Elongation Average
|
62 %
|
