Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211590 DEA: 030H11U4 EFIS: 0316000035
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-51,160-4.0/4.3,R44.4/47.0
Work Description: PAVE HMA, REPLACE GUARD RAIL & PULL BOXES, POLYESTER BRIDGE OVERLAY.
Location Description: SACRAMENTO COUNTY IN SACRAMENTO FROM AMERICAN RIVER BRIDGE TO 0.3 MILE NORTH OF ARDEN WAY UNDERCROSSING
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Jeff Scott Structure Rep.: Gary Pelfrey
DIME Sample ID: 2017-05-05-5
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: 05/05/2017
Date that the sample was received by the laboratory/organization performing the testing: 05/05/2017
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik bond and Reichhold
DIME Test ID: 2017-05-05-5-1
Test Method: CONCLP 3-16: Polyester Resin
Verified Date: 05/25/2017
Date Tested: 05/16/2017
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:
Viscosity ASTM D 2196, RVT, No. 1 spindle 75 to 200 cps @ 20 RPM, 77°F
|
105 cps
|
Specific gravity ASTM D 1475 1.05 to 1.10 @ 77°F
|
1.08
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Conditioning (18/25/50 + 5/70) Elogation ASTM D 638, minimum 35%
|
58 %
|
Tensile Strength ASTM D 638 Type 1 @ 0.45 in/min, minimum 2500 psi
|
3090 psi
|
Styrene ASTM D 2369 40% to 50 %
|
46 %
|
PCC - SSD bond strength CTM 551 500 psi minimun @ 24 hours
|
534 psi
|
Static Volatile Emissions, SCAQMD 309-91, maximum loss 1.0 grams
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0.2 grams
|