|
<br />PROFESSIONAL SERVICE INDUSTRIES, INC.
<br />1413 W~ Barbol,i($ Cut. La P(Jl1e, Ix 77511' PI10ne (281) 471.2900
<br />Schedule of Services & Fees
<br />EHective January 2010- Valid through December 2010
<br />
<br />City of La Porte-Public Works
<br />PSI Proposal No.: 0204.30915
<br />October 1. 2010
<br />Page 7 d 10
<br />
<br />laboratory Testing Rates
<br />Concrete
<br />latloratoly tesl:il'lg of concrete. 1YlOfta(, and grout specimens:
<br />
<br />a. Concrete Compressive Strength................................. ...... ................................................ eacl1.......... ... ... .......... ....$ 12.00
<br />
<br />b. Reserves Not Tested .............................................. ... ...... ................................................ each...............,... ,....., ....$ 12.00
<br />
<br />c. Lightweight Concrete Compressive Strength........................ ,............................................ each...., .......,... ... .... .......$ 15.00
<br />d. Density of Ughtweight Concrete Cytinders............ ...... .....,... .....,....................................... each........... ...... ...... .......$ 26.00
<br />
<br />e. Flexural Concrete Strength (beams)..,................... ......., ................................................... each.......,... ... ....., ...,......$ 20.00
<br />
<br />f. Cclocrete Tensile Strength.......... ...... .......... ...........'...... .......... ........................ ...... ............ each.............., ....... ........$ 40.00
<br />
<br />g, Compressive Strength of Cubes .................................................................'.......,.., .......... each...........................,..$ 20.00
<br />
<br />h. Cotnpres$ive Strength of G<<lut: Prisms........................................................... ........ .......... each...............................$ 28.00
<br />
<br />i. Preparation and Testing of Concrete Cores .................................................... ....."" ......... each..............................$ 45.00
<br />Facia Brick
<br />
<br />Absorption and Saturation .........................,... ....... ......................................................................... set of 5..........................$ 180.00
<br />
<br />Compressive Strength ................ .,.... .......... ............... ............................. .............. ....... ,............. .... set of 5..... ........ .............$ 180.00
<br />
<br />Canpressive Strength of Masonry PriS/llS ,.. ...................... ......'. "... ..................... .......,...... ......... .... each.. ... ..".... ............ .....$ 250.00
<br />
<br />Comp(esSive Strength of Masonry or Concrete Block .............."..... ......."....................................... each............."........ .......$ 125.00
<br />
<br />Mx Design
<br />a. Testing of Aggregates (absorption. specific gravity, unt weight) ............ ............................ per series....................., $ 90.00
<br />b. Proportioning and Preparation of Conerete ....................................................................... per point........................$ 260.00
<br />Note: eyUnders and Sampling of Materials will be charged at applicable rates.
<br />c. Concrete Mix Design Review for Ccmpllence to ACI or ASTM S1andards .......................... each..............................$ 150.00
<br />
<br />Soils and A.aa~ates
<br />MoisturelDenslty Relationship of Soil (Proctor Test):
<br />
<br />a. ASTM D 698 & D 1557, tJethod B ......................"............................................................ each..............."............. $ 140.00
<br />
<br />b. ASTM 0698 & 0 1557. Method C"........".........."..................................h..................".... eacl1..............................$ 160.00
<br />
<br />c. Relative Density Determination ......."... ,........ "...........................................................".... each...."........................$ 160.00
<br />
<br />Atterberg limits Deterrrdnation (PI) ................................"................ ", ........................................... each..............................$ 50.00
<br />
<br />Material AnEW' Than #200 Sieve ,........................................................................... ......................... each..............................$ 50.00
<br />
<br />Sieve Analysis of Aggregates........ .............................. ........ ............... .................... .............. ...m.... each.... ......................, ...$ 50.00
<br />
<br />Compressive Strength of Soli Cemenl...,................ ........................................................................ each..............................$ 50.00
<br />
<br />Density Determination 0( Soil Cement ......................................... ...... ............................................. each.............. ....... .........$ 20.00
<br />
<br />Grain Size Analysis, l'vtechanlcaI and Hydrometer................................................... ......., .....,... ....... each..............................$ 150.00
<br />
<br />
<br />Los Angeles Abrasion Test of Aggregates.................. ...... ...,.......................................................... each............ ..................$ 180.00
<br />
<br />Bearing Ratio Test (CBR), ASIM D 1883 ........................................................... ........................... each..............................$ 170.00
<br />Note: MolsturelOensity Relationship of Soil not included.
<br />
<br />Permeability Test
<br />
<br />a. Falling Head ....... ...................... ...................,........."..,....... .......... ..... ...... .................. ....... each..........,. ............. ..... $ 180.00
<br />
<br />b. Constant Head.............................................. .................,....,... ......." ................................ each............"..". ...........$ 200.00
<br />
<br />c, Remolded Sample ......................., ...... .... ...... ,., ............."................................................. each............,....... "........$ 60.00
<br />
<br />Organic Content............ ,..", ......... ..,......... ......................................, ...........,..", .................".......... eacl1.......................... ....$ 60.00
<br />
<br />l"~;l
<br />I:!!.". .
<br />
|