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Sample Record for 2017-02-14-5

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Project Information

Project ID: 211736 DEA: 042A4904 EFIS: 0400000827 QA Service Level: 1
DIST-CO-RTE-PM: 04-SF-280-R4.8/R6.2
Work Description: BRIDGE POLYESTER CONCRETE OVERLAY, DRAINAGE AND BARRIER RECONSTRUCTION
Location Description: THE CITY AND COUNTY OF SAN FRANCISCO AT VARIOUS LOCATIONS FROM 0.5 MILE NORTH OF ROUTE 280/101 SEPARATION TO 0.2 MILE SOUTH OF 20TH STREET OVERCROSSING
Contractor Name: Myers and Sons / RL Wadsworth JV
Contractor Address: 4600 Northgate Blvd, Ste 100, Sacramento, CA 95834
Resident Engineer: Jose David Structure Rep.: Peter Lam

Sample Information

DIME Sample ID: 2017-02-14-5
TL Number from the TL Form: c594919
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 594-1991
Type of Sample: Quality Assurance
Type of Material: Polyester
Sample Taken Date: 02/14/2017
Date that the sample was received by the laboratory/organization performing the testing: 01/11/2017
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: polyester resin
From where was the sample collected: Manufacturer
Laboratory sample identification: 17-013
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: reichhold azusa

Material Information

Mfg. Lot Number(s): 1031610
Batch number: 1031610
Mix number: 3227

Test Results

Test 1 of 1

DIME Test ID: 2017-02-14-5-1
Test Method: CONCLP 3-16: Polyester Resin
Verified Date: 05/25/2017
Date Tested: 02/21/2017
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 103 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% 52.6 %
Tensile Strength ASTM D 638 Type 1 @ 0.45 in/min, minimum 2500 psi 2908 psi
Styrene ASTM D 2369 40% to 50 % 48.36 %
PCC - SSD bond strength CTM 551 500 psi minimun @ 24 hours 580 psi
Static Volatile Emissions, SCAQMD 309-91, maximum loss 1.0 grams 0.6 grams