Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211538 DEA: 043G59U4 EFIS: 0415000066
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-205-0.0/1.004-Ala-580-0.0/8.0,26.1/30.310-SJ-580-13.5/15.4
Work Description: HMA PAVING, REPLACE APPROACH AND PCC SLABS, PRECAST CONCRETE PAVEMENT.
Location Description: ALAMEDA AND SAN JOAQUIN COUNTIES ON ROUTE 580 FROM PATTERSON PASS ROAD OVERCROSSING TO GREENVILLE ROAD OVERHEAD AND FROM EDEN CANYON ROAD UNDERCROSSING TO STROBRIDGE AVENUE UNDERCROSSING ON ROUTE 205 FROM SAN JOAQUIN COUNTY LINE TO MIDWAY ROAD UNDERCROSSI
Contractor Name: BAY CITIES PAVING & GRADING INC
Contractor Address: P O BOX 6227, CONCORD CA 94524
Resident Engineer: Eddie Dike Structure Rep.: John Parecadan
DIME Sample ID: 2019-07-19-22
TL Number from the TL Form:
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: 07/19/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/20/2019
The quantity of what the sample constitutes: 33 totes
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 Polymers and Reichhold
DIME Test ID: 2019-07-19-22-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/15/2019
Date Tested: 08/26/2019
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:
Density Units
|
pounds/gallons
|
Liquid Density (pounds per gallon)
|
9
|
DIME Test ID: 2019-07-19-22-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/15/2019
Date Tested: 08/26/2019
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: 2019-07-19-22-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/15/2019
Date Tested: 08/26/2019
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:
Mean of two volatile content determination
|
44.6
|
DIME Test ID: 2019-07-19-22-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/15/2019
Date Tested: 08/26/2019
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:
Number of specimens tested
|
6
|
Conditioning procedure
|
18/25/50+5/70
|
Speed of testing
|
0.45 in/min
|
Sample 1 Width
|
0.486 in
|
Sample 1 Ultimate strength
|
3527.6 psi
|
Sample 1 Thickness
|
0.25 in
|
Sample 1 Area
|
0.1215 in^2
|
Sample 1 Ultimate Strength Actual
|
428.6 lbs
|
Sample 1 percent elongation
|
65.4 %
|
Sample 1 Time
|
0 MM:SS
|
Sample 2 Width
|
0.486 in
|
Sample 2 Thickness
|
0.245 in
|
Sample 2 Area
|
0.1191 in^2
|
Sample 2 Ultimate strength
|
3481.1 psi
|
Sample 2 Ultimate Strength Actual
|
414.6 lbs
|
Sample 2 percent elongation
|
65.7 %
|
Sample 2 Time
|
0 MM:SS
|
Sample 3 Width
|
0.485 in
|
Sample 3 Thickness
|
0.252 in
|
Sample 3 Area
|
0.1222 in^2
|
Sample 3 Ultimate strength
|
3409.2 psi
|
Sample 3 Ultimate Strength Actual
|
416.6 lbs
|
Sample 3 percent elongation
|
65.9 %
|
Sample 3 Time
|
0 MM:SS
|
Sample 4 Width
|
0.486 in
|
Sample 4 Thickness
|
0.25 in
|
Sample 4 Area
|
0.1215 in^2
|
Sample 4 Ultimate strength
|
3614.8 psi
|
Sample 4 Ultimate Strength Actual
|
439.2 lbs
|
Sample 4 percent elongation
|
67.8 %
|
Sample 4 Time
|
0 MM:SS
|
Sample 5 Width
|
0.486 in
|
Sample 5 Thickness
|
0.251 in
|
Sample 5 Area
|
0.122 in^2
|
Sample 5 Ultimate strength
|
3259.8 psi
|
Sample 5 Ultimate Strength Actual
|
397.7 lbs
|
Sample 5 percent elongation
|
64.5 %
|
Sample 5 Time
|
0 MM:SS
|
Sample 6 Width
|
0.485 in
|
Sample 6 Thickness
|
0.242 in
|
Sample 6 Area
|
0.1174 in^2
|
Sample 6 Ultimate strength
|
3590.3 psi
|
Sample 6 Ultimate Strength Actual
|
421.5 lbs
|
Sample 6 percent elongation
|
69.6 %
|
Sample 6 Time
|
0 MM:SS
|
Ultimate Strength Average
|
3480 psi
|
Percent Elongation Average
|
66 %
|
DIME Test ID: 2019-07-19-22-5
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: 10/15/2019
Date Tested: 08/26/2019
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:
Curing history for Sample 1
|
24hr
|
Maximum applied load (P) for Sample 1
|
1133 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
|
566.5 psi
|
Curing history for Sample 2
|
24hr
|
Maximum applied load (P) for Sample 2
|
1157 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
|
578.5 psi
|
Curing history for Sample 3
|
24hr
|
Maximum applied load (P) for Sample 3
|
1146 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
|
573 psi
|
DIME Test ID: 2019-07-19-22-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/15/2019
Date Tested: 08/26/2019
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:
Diameter of lid
|
154.9 mm
|
Room Temperature
|
72.7 f
|
Tare weight
|
no data
|
Initial weight
|
100 grams
|
Weight at 5 minutes
|
99.9 grams
|
Weight at 10 minutes
|
99.8 grams
|
Weight at 15 minutes
|
99.7 grams
|
Weight at 20 minutes
|
99.6 grams
|
Weight at 25 minutes
|
99.6 grams
|
Weight at 30 minutes
|
99.5 grams
|
Final weight
|
99.5 grams
|
Total weight loss
|
0.5 grams
|
Calculated radius of gallon can lid in cm
|
7.745 cm
|
Lid Factor
|
53.065 m^2
|
Volatile emission
|
26.533 grams/m^2
|