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Sample Record for 2017-02-06-3

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 211593 DEA: 034F0904 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5,80-17.2,M8.9
Work Description: REHABILITATE BRIDGE DECKS
Location Description: SACRAMENTO COUNTY IN SACRAMENTO ON ROUTE 5 AT FLORIN ROAD OVERCROSSING AND ON ROUTE 80 AT DEL PASO PARK OVERHEAD
Contractor Name: MYERS AND SONS CONSTRUCTION, LP
Contractor Address: Unknown
Resident Engineer: HANI EISSA Structure Rep.: Delia Munoz

Sample Information

DIME Sample ID: 2017-02-06-3
TL Number from the TL Form: c594916
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 206-4373
Type of Sample: Quality Assurance
Type of Material: Polyester
Sample Taken Date: 02/06/2017
Date that the sample was received by the laboratory/organization performing the testing: 02/08/2017
The quantity of what the sample constitutes: 80000
A brief description of the sample: polyester resin
From where was the sample collected: Manufacturer
Laboratory sample identification: 17-010
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: reichhold azusa

Material Information

Mfg. Lot Number(s): 1030651
Batch number: 1030651
Mix number: 3224
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2017-02-06-3-1
Test Method: CONCLP 3-16: Polyester Resin
Verified Date: 05/25/2017
Date Tested: 02/13/2017
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
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 130 cps
Specific gravity ASTM D 1475 1.05 to 1.10 @ 77°F 1.09
Conditioning (18/25/50 + 5/70) Elogation ASTM D 638, minimum 35% 56.4 %
Tensile Strength ASTM D 638 Type 1 @ 0.45 in/min, minimum 2500 psi 2939 psi
Styrene ASTM D 2369 40% to 50 % 47 %
PCC - SSD bond strength CTM 551 500 psi minimun @ 24 hours 619 psi
Static Volatile Emissions, SCAQMD 309-91, maximum loss 1.0 grams 0.5 grams