Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211141 DEA: 072W9604 EFIS: 0715000028
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60,60,91,164,605-Var
Work Description: TREAT BRIDGE DECK, REPAIR SPALLS, AND REPLACE JOINT SEALS.
Location Description: TREAT BRIDGE DECK, REPAIR SPALLS, AND REPLACE JOINT SEALS.
Contractor Name: WESTERN STRUCTURES
Contractor Address: Unknown
Resident Engineer: KEVIN BUI Structure Rep.: Unknown
DIME Sample ID: 2016-11-16-2
TL Number from the TL Form: c594913
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 594-1991
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 11/16/2016
Date that the sample was received by the laboratory/organization performing the testing: 11/18/2016
The quantity of what the sample constitutes: 33 totes
A brief description of the sample: polyester resin
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: reichhold azusa
DIME Test ID: 2016-11-16-2-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 11/22/2016
Date Tested: 11/22/2016
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:
Density Units
|
grams/milliliters
|
Liquid Density (grams per milliliter)
|
1.08
|
DIME Test ID: 2016-11-16-2-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 11/22/2016
Date Tested: 11/22/2016
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:
DIME Test ID: 2016-11-16-2-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 11/22/2016
Date Tested: 11/22/2016
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:
Number of specimens tested
|
6
|
Conditioning procedure
|
18/25/50+5/70
|
Speed of testing
|
0.45 in per min
|
Sample 1 Width
|
0.492 in
|
Sample 1 Ultimate strength
|
2748.33 psi
|
Sample 1 Thickness
|
0.244 in
|
Sample 1 Area
|
0.12 in^2
|
Sample 1 Ultimate Strength Actual
|
329.8 psi
|
Sample 1 percent elongation
|
56.6 %
|
Sample 1 Time
|
4.21 minute
|
Sample 2 Width
|
0.492 in
|
Sample 2 Thickness
|
0.246 in
|
Sample 2 Area
|
0.121 in^2
|
Sample 2 Ultimate strength
|
2615.7 psi
|
Sample 2 Ultimate Strength Actual
|
316.5 psi
|
Sample 2 percent elongation
|
54.6 %
|
Sample 2 Time
|
3.57 minute
|
Sample 3 Width
|
0.492 in
|
Sample 3 Thickness
|
0.247 in
|
Sample 3 Area
|
0.1215 in^2
|
Sample 3 Ultimate strength
|
2699.59 psi
|
Sample 3 Ultimate Strength Actual
|
328 psi
|
Sample 3 percent elongation
|
56.5 %
|
Sample 3 Time
|
4.14 minute
|
Sample 4 Width
|
0.492 in
|
Sample 4 Thickness
|
0.248 in
|
Sample 4 Area
|
0.122 in^2
|
Sample 4 Ultimate strength
|
2633.61 psi
|
Sample 4 Ultimate Strength Actual
|
321.3 psi
|
Sample 4 percent elongation
|
54.1 %
|
Sample 4 Time
|
3.57 minute
|
Sample 5 Width
|
0.493 in
|
Sample 5 Thickness
|
0.245 in
|
Sample 5 Area
|
0.128 in^2
|
Sample 5 Ultimate strength
|
2533.59 psi
|
Sample 5 Ultimate Strength Actual
|
324.3 psi
|
Sample 5 percent elongation
|
53.6 %
|
Sample 5 Time
|
4.1 minute
|
Sample 6 Width
|
0.497 in
|
Sample 6 Thickness
|
0.252 in
|
Sample 6 Area
|
0.1252 in^2
|
Sample 6 Ultimate strength
|
2773.96 psi
|
Sample 6 Ultimate Strength Actual
|
347.3 psi
|
Sample 6 percent elongation
|
57.2 %
|
Sample 6 Time
|
4.37 minute
|
Ultimate Strength Average
|
2667 psi
|
Percent Elongation Average
|
55 %
|
DIME Test ID: 2016-11-16-2-5
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 11/22/2016
Date Tested: 11/22/2016
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:
Diameter of lid
|
152 mm
|
Room Temperature
|
73.4 f
|
Tare weight
|
no data
|
Initial weight
|
100.1 grams
|
Weight at 5 minutes
|
100 grams
|
Weight at 10 minutes
|
99.9 grams
|
Weight at 15 minutes
|
99.8 grams
|
Weight at 20 minutes
|
99.7 grams
|
Weight at 25 minutes
|
99.6 grams
|
Weight at 30 minutes
|
99.6 grams
|
Final weight
|
99.6 grams
|
Total weight loss
|
0.5 grams
|
Calculated radius of gallon can lid in cm
|
7.6 cm
|
Lid Factor
|
55.109 m^2
|
Volatile emission
|
27.555 grams/m^2
|
DIME Test ID: 2016-11-16-2-7
Test Method: CONCLP 3-16: Polyester Resin
Verified Date: 11/22/2016
Date Tested: 11/22/2016
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:
Viscosity ASTM D 2196, RVT, No. 1 spindle 75 to 200 cps @ 20 RPM, 77°F
|
114 cps
|
Specific gravity ASTM D 1475 1.05 to 1.10 @ 77°F
|
1.08
|
Conditioning (18/25/50 + 5/70) Elogation ASTM D 638, minimum 35%
|
55 %
|
Tensile Strength ASTM D 638 Type 1 @ 0.45 in/min, minimum 2500 psi
|
2667 psi
|
Styrene ASTM D 2369 40% to 50 %
|
46 %
|
PCC - SSD bond strength CTM 551 500 psi minimun @ 24 hours
|
0 psi
|
Static Volatile Emissions, SCAQMD 309-91, maximum loss 1.0 grams
|
0.5 grams
|