Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212872 DEA: 07302204 EFIS: 0713000481
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-126-0.0/R13.6
Work Description: PLACE HOT MIX ASPHALT AND INDIVIDUAL SLAB REPLACEMENT.
Location Description: VENTURA COUNTY IN VENTURA AND SANTA PAULA FROM ROUTE 126/101 SEPARATION TO HAUN CREEK BRIDGE
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: 28548 LIVINGSTON AVENUE, VALENCIA CA 91355
Resident Engineer: Hector Arroyo Structure Rep.: Pantaleon Riverra Iii
DIME Sample ID: 2019-03-01-7
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: 03/01/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/01/2019
The quantity of what the sample constitutes: 80 drums
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik bond and Reichhold
DIME Test ID: 2019-03-01-7-1
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/25/2019
Date Tested: 03/13/2019
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:
Additional Comments When Verified:
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Diameter of lid
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153.9 mm
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Room Temperature
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72 f
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Tare weight
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no data
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Initial weight
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100 grams
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Weight at 5 minutes
|
99.8 grams
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Weight at 10 minutes
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99.7 grams
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Weight at 15 minutes
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99.7 grams
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Weight at 20 minutes
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99.6 grams
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Weight at 25 minutes
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99.5 grams
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Weight at 30 minutes
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99.4 grams
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Final weight
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99.4 grams
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Total weight loss
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0.6 grams
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Calculated radius of gallon can lid in cm
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7.695 cm
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Lid Factor
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53.757 m^2
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Volatile emission
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32.254 grams/m^2
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DIME Test ID: 2019-03-01-7-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/25/2019
Date Tested: 03/25/2019
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:
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Density Units
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pounds/gallons
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Liquid Density (pounds per gallon)
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9
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DIME Test ID: 2019-03-01-7-3
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/25/2019
Date Tested: 03/25/2019
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: 2019-03-01-7-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/25/2019
Date Tested: 03/25/2019
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:
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Mean of two volatile content determination
|
46
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DIME Test ID: 2019-03-01-7-5
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/25/2019
Date Tested: 03/25/2019
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:
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Number of specimens tested
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6
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Conditioning procedure
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18/25/50+5/70
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Speed of testing
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0.45 in/min
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Sample 1 Width
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0.492 in
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Sample 1 Ultimate strength
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2806.5 psi
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Sample 1 Thickness
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0.252 in
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Sample 1 Area
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0.124 in^2
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Sample 1 Ultimate Strength Actual
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348 lbs
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Sample 1 percent elongation
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55.4 %
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Sample 1 Time
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4 MM:SS
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Sample 2 Width
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0.492 in
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Sample 2 Thickness
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0.257 in
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Sample 2 Area
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0.1264 in^2
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Sample 2 Ultimate strength
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2988.9 psi
|
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Sample 2 Ultimate Strength Actual
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377.8 lbs
|
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Sample 2 percent elongation
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61.7 %
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Sample 2 Time
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4 MM:SS
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Sample 3 Width
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0.492 in
|
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Sample 3 Thickness
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0.257 in
|
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Sample 3 Area
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0.1264 in^2
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Sample 3 Ultimate strength
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2795.1 psi
|
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Sample 3 Ultimate Strength Actual
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353.3 lbs
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Sample 3 percent elongation
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51.2 %
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Sample 3 Time
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3 MM:SS
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Sample 4 Width
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0.493 in
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|
Sample 4 Thickness
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0.257 in
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|
Sample 4 Area
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0.1267 in^2
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|
Sample 4 Ultimate strength
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3064.7 psi
|
|
Sample 4 Ultimate Strength Actual
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388.3 lbs
|
|
Sample 4 percent elongation
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61.8 %
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Sample 4 Time
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4 MM:SS
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|
Sample 5 Width
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0.492 in
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Sample 5 Thickness
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0.258 in
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Sample 5 Area
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0.1269 in^2
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Sample 5 Ultimate strength
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3157.6 psi
|
|
Sample 5 Ultimate Strength Actual
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400.7 lbs
|
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Sample 5 percent elongation
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63.4 %
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Sample 5 Time
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4 MM:SS
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|
Sample 6 Width
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0.496 in
|
|
Sample 6 Thickness
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0.262 in
|
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Sample 6 Area
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0.13 in^2
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Sample 6 Ultimate strength
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2874.6 psi
|
|
Sample 6 Ultimate Strength Actual
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373.7 lbs
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Sample 6 percent elongation
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56.9 %
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Sample 6 Time
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4 MM:SS
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Ultimate Strength Average
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2948 psi
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Percent Elongation Average
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58 %
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DIME Test ID: 2019-03-01-7-6
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: 03/25/2019
Date Tested: 03/25/2019
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: Defective bank used
Test Result Compliance: complies
Additional Comments When Verified:
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Curing history for Sample 1
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24HR
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Maximum applied load (P) for Sample 1
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1418 lb
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Span length for Sample 1
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9 in
|
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Break location for Sample 1
|
bond
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Specimen defects/notes for Sample 1
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no data
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Surface type for Sample 1
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SSD
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Modulus of rupture (R) for Sample 1
|
709 psi
|
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Curing history for Sample 2
|
24HR
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|
Maximum applied load (P) for Sample 2
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1089 lb
|
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Span length for Sample 2
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9 in
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Break location for Sample 2
|
bond
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Specimen defects/notes for Sample 2
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no data
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Surface type for Sample 2
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SSD
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Modulus of rupture (R) for Sample 2
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544.5 psi
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Curing history for Sample 3
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24 hrs
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Maximum applied load (P) for Sample 3
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0 lb
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Span length for Sample 3
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9 in
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Break location for Sample 3
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PCC
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Specimen defects/notes for Sample 3
|
BAD BREAK
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Surface type for Sample 3
|
SSD
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Modulus of rupture (R) for Sample 3
|
0 psi
|
