Sample Record for 2016-05-19-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210756 DEA: 043G4034 EFIS: 0412000101
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC,SOL-80-13.4/14.1,0.0/0.6
Work Description: RESURFACE BRIDGE , INSTALL NEW JOINT SEAL..
Location Description: IN CONTRA COSTA AND SOLANO COUNTIESON THE CARQUINEZ BRIDGE (1958)
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court, Benicia, CA 94510
Resident Engineer: Cassaundra Lograsso Structure Rep.: Abel Mathew
Sample Information
DIME Sample ID: 2016-05-19-8
TL Number from the TL Form: c240494
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: 05/19/2016
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2016
The quantity of what the sample constitutes: 40000 lbs
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
Material Information
Mfg. Lot Number(s): 0000975313
Batch number: 0000975313
Mix number:
Test Results
Test 1 of 7
DIME Test ID: 2016-05-19-8-1
Test Method: CONCLP 1-16: Polyester Resin Patching Materials
Verified Date: 07/15/2016
Date Tested: 07/15/2016
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: retest 1-469
2-575
3-519
Test Result Compliance:
Additional Comments When Verified:
|
Sand Type
|
b-11
|
|
Sand Percent
|
67 %
|
|
Sand Weight
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3632 g
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|
Aggregate Type
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s-39
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|
Aggregate Percent
|
33 %
|
|
Aggregate Weight
|
1916 g
|
|
Resin Percent
|
12 %
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|
Resin Weight
|
654 g
|
|
MEKP Percent
|
2 %
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MEKP Weight
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13.1 g
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|
Time Started
|
0940
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Test 1 psi
|
457
|
|
Test 2 psi
|
507
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Test 3 psi
|
446
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Average psi
|
470
|
Test 2 of 7
DIME Test ID: 2016-05-19-8-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/15/2016
Date Tested: 07/15/2016
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: complies
Additional Comments When Verified:
Test 3 of 7
DIME Test ID: 2016-05-19-8-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/15/2016
Date Tested: 07/15/2016
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: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
44
|
Test 4 of 7
DIME Test ID: 2016-05-19-8-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/15/2016
Date Tested: 07/15/2016
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: complies
Additional Comments When Verified:
|
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 per min
|
|
Sample 1 Width
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0.494 in
|
|
Sample 1 Ultimate strength
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1544 psi
|
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Sample 1 Thickness
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0.25 in
|
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Sample 1 Area
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0.1255 in^2
|
|
Sample 1 Ultimate Strength Actual
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193.8 psi
|
|
Sample 1 percent elongation
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54.7 %
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|
Sample 1 Time
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4.02 minute
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|
Sample 2 Width
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0.494 in
|
|
Sample 2 Thickness
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0.254 in
|
|
Sample 2 Area
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0.124 in^2
|
|
Sample 2 Ultimate strength
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2994 psi
|
|
Sample 2 Ultimate Strength Actual
|
371.3 psi
|
|
Sample 2 percent elongation
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62.1 %
|
|
Sample 2 Time
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4.24 minute
|
|
Sample 3 Width
|
0.494 in
|
|
Sample 3 Thickness
|
0.251 in
|
|
Sample 3 Area
|
0.124 in^2
|
|
Sample 3 Ultimate strength
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2973 psi
|
|
Sample 3 Ultimate Strength Actual
|
368.6 psi
|
|
Sample 3 percent elongation
|
61.5 %
|
|
Sample 3 Time
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4.19 minute
|
|
Sample 4 Width
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0.493 in
|
|
Sample 4 Thickness
|
0.238 in
|
|
Sample 4 Area
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0.1173 in^2
|
|
Sample 4 Ultimate strength
|
2856 psi
|
|
Sample 4 Ultimate Strength Actual
|
335 psi
|
|
Sample 4 percent elongation
|
57.2 %
|
|
Sample 4 Time
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4.03 minute
|
|
Sample 5 Width
|
0.494 in
|
|
Sample 5 Thickness
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0.237 in
|
|
Sample 5 Area
|
0.1171 in^2
|
|
Sample 5 Ultimate strength
|
2878 psi
|
|
Sample 5 Ultimate Strength Actual
|
337 psi
|
|
Sample 5 percent elongation
|
51.2 %
|
|
Sample 5 Time
|
4 minute
|
|
Sample 6 Width
|
0.495 in
|
|
Sample 6 Thickness
|
0.25 in
|
|
Sample 6 Area
|
0.1238 in^2
|
|
Sample 6 Ultimate strength
|
3065 psi
|
|
Sample 6 Ultimate Strength Actual
|
379.5 psi
|
|
Sample 6 percent elongation
|
63.7 %
|
|
Sample 6 Time
|
4.46 minute
|
|
Ultimate Strength Average
|
2953 psi
|
|
Percent Elongation Average
|
51.1 %
|
Test 5 of 7
DIME Test ID: 2016-05-19-8-5
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/22/2016
Date Tested: 09/22/2016
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
|
154 mm
|
|
Room Temperature
|
72.7 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.3 grams
|
|
Weight at 5 minutes
|
100.2 grams
|
|
Weight at 10 minutes
|
100.1 grams
|
|
Weight at 15 minutes
|
100 grams
|
|
Weight at 20 minutes
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99.9 grams
|
|
Weight at 25 minutes
|
99.8 grams
|
|
Weight at 30 minutes
|
99.7 grams
|
|
Final weight
|
99.7 grams
|
|
Total weight loss
|
0.6 grams
|
|
Calculated radius of gallon can lid in cm
|
7.7 cm
|
|
Lid Factor
|
53.687 m^2
|
|
Volatile emission
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32.212 grams/m^2
|
Test 6 of 7
DIME Test ID: 2016-05-19-8-6
Test Method: CONCLP 3-16: Polyester Resin
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 09/22/2016.
Reason: retested
Test 7 of 7
DIME Test ID: 2016-05-19-8-7
Test Method: CONCLP 3-16: Polyester Resin
Verified Date: 09/22/2016
Date Tested: 09/22/2016
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: approved by J.Sagar
Test Result Compliance: complies
Additional Comments When Verified:
|
Viscosity ASTM D 2196, RVT, No. 1 spindle 75 to 200 cps @ 20 RPM, 77°F
|
195 cps
|
|
Specific gravity ASTM D 1475 1.05 to 1.10 @ 77°F
|
1.07
|
|
Conditioning (18/25/50 + 5/70) Elogation ASTM D 638, minimum 35%
|
51.1 %
|
|
Tensile Strength ASTM D 638 Type 1 @ 0.45 in/min, minimum 2500 psi
|
2953 psi
|
|
Styrene ASTM D 2369 40% to 50 %
|
44 %
|
|
PCC - SSD bond strength CTM 551 500 psi minimun @ 24 hours
|
496 psi
|
|
Static Volatile Emissions, SCAQMD 309-91, maximum loss 1.0 grams
|
0.6 grams
|
