Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213457 DEA: 11430434 EFIS: 1118000197
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-12.9/14.6,14.9
Work Description: HMA, STRUCTURAL BRIDGE, POLYESTER CONC OVERLAY, JPCP, & CONC BARRIER.
Location Description: SAN DIEGO COUNTY IN LA MESA AND EL CAJON FROM 0.1 MILE WEST OF GROSSMONT BOULEVARD OVERCROSSING TO WEST MAIN STREET OVERCROSSING AND AT MARSHALL AVENUE OVERHEAD
Contractor Name: Griffith Company
Contractor Address: 13400 Sabre Springs Parkway, Suite 200, SAN DIEGO, CA 92128
Resident Engineer: Chad Lim Structure Rep.: Janelle Clanton
DIME Sample ID: 2024-09-22-15
TL Number from the TL Form: Sacramento Caltrans lab
Sample Submitted By Organization: Kwik Bond Polymers
Sample Organization Contact: (760) 518-6064
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 09/22/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2024
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000128KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2024-09-22-15-1
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/30/2024
Date Tested: 09/26/2024
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
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
|
0.485 in
|
|
Sample 1 Ultimate strength
|
3027 psi
|
|
Sample 1 Thickness
|
0.258 in
|
|
Sample 1 Area
|
0.1251 in^2
|
|
Sample 1 Ultimate Strength Actual
|
378.677 lbs
|
|
Sample 1 percent elongation
|
75 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.486 in
|
|
Sample 2 Thickness
|
0.264 in
|
|
Sample 2 Area
|
0.1283 in^2
|
|
Sample 2 Ultimate strength
|
2975 psi
|
|
Sample 2 Ultimate Strength Actual
|
381.693 lbs
|
|
Sample 2 percent elongation
|
74.6 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.503 in
|
|
Sample 3 Thickness
|
0.255 in
|
|
Sample 3 Area
|
0.1283 in^2
|
|
Sample 3 Ultimate strength
|
2932 psi
|
|
Sample 3 Ultimate Strength Actual
|
376.176 lbs
|
|
Sample 3 percent elongation
|
74.7 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.485 in
|
|
Sample 4 Thickness
|
0.269 in
|
|
Sample 4 Area
|
0.1305 in^2
|
|
Sample 4 Ultimate strength
|
2858 psi
|
|
Sample 4 Ultimate Strength Actual
|
372.969 lbs
|
|
Sample 4 percent elongation
|
69.7 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.485 in
|
|
Sample 5 Thickness
|
0.264 in
|
|
Sample 5 Area
|
0.128 in^2
|
|
Sample 5 Ultimate strength
|
2835 psi
|
|
Sample 5 Ultimate Strength Actual
|
362.88 lbs
|
|
Sample 5 percent elongation
|
68.8 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.487 in
|
|
Sample 6 Thickness
|
0.261 in
|
|
Sample 6 Area
|
0.1271 in^2
|
|
Sample 6 Ultimate strength
|
2900 psi
|
|
Sample 6 Ultimate Strength Actual
|
368.59 lbs
|
|
Sample 6 percent elongation
|
70.7 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
2921 psi
|
|
Percent Elongation Average
|
72 %
|
DIME Test ID: 2024-09-22-15-2
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Verified Date: 12/30/2024
Date Tested: 09/27/2024
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1334.72 lb
|
|
Span length for Sample 1
|
9 in
|
|
Break location for Sample 1
|
bond
|
|
Specimen defects/notes for Sample 1
|
no data
|
|
Surface type for Sample 1
|
SSD
|
|
Modulus of rupture (R) for Sample 1
|
667.359 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1332.52 lb
|
|
Span length for Sample 2
|
9 in
|
|
Break location for Sample 2
|
bond
|
|
Specimen defects/notes for Sample 2
|
no data
|
|
Surface type for Sample 2
|
SSD
|
|
Modulus of rupture (R) for Sample 2
|
666.259 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1186 lb
|
|
Span length for Sample 3
|
9 in
|
|
Break location for Sample 3
|
bond
|
|
Specimen defects/notes for Sample 3
|
no data
|
|
Surface type for Sample 3
|
SSD
|
|
Modulus of rupture (R) for Sample 3
|
593 psi
|
DIME Test ID: 2024-09-22-15-3
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 12/30/2024
Date Tested: 09/25/2024
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
77 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.033 grams
|
|
Weight at 5 minutes
|
99.968 grams
|
|
Weight at 10 minutes
|
99.908 grams
|
|
Weight at 15 minutes
|
99.85 grams
|
|
Weight at 20 minutes
|
99.789 grams
|
|
Weight at 25 minutes
|
99.729 grams
|
|
Weight at 30 minutes
|
99.668 grams
|
|
Final weight
|
99.67 grams
|
|
Total weight loss
|
0.36 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
19.514 grams/m^2
|
