HIGH PERFORMANCE CONCRETE QUESTIONNAIRE

Version: 7-15-03

State: \_Utah\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

1\. Which of the following changes have been made to your concrete
specifications in the last 10 years?

> Check those that apply:

  ------------------------------------- ---------------- ----------------
                                        Changes Made in  Included in
                                        Last 10 Years    Current
                                                         Specifications

  Use HPC-low permeability concrete     Allowed by       
                                        special          

  Use HPC-high strength concrete        Allowed by       
                                        special          

  Allow admixtures                      Yes              Yes

  Concrete strengths                    Yes              Yes

  Bridge deck curing                                     

  Deck finishing requirements                            

  Limit cement/alkali content                            

  Testing and acceptance requirements   Yes              Yes

  Heat of Hydration required for cement                  

  Chloride testing of hardened concrete                  

  Lightweight concrete                                   

  Self-consolidating concrete (SCC) in  Yes              No
  use                                                    

  Flowing concrete in use               Same as SCC      

  Epoxy coated reinforcing steel used   Yes              Yes

  Stainless Steel reinforcing steel     Allowed by       No
  used                                  special          

  Stainless clad reinforcing steel used "                "

  Specify air void parameters (spacing  No               No
  factor and/or specific surface)                        
  ------------------------------------- ---------------- ----------------

2\. Current Concrete Specifications:

+-------------+-------+-----+-----+-------+-------+-------+---------+
| **Class     | **    | **  | **S | **Cem | **M   | **M   | **Ma    |
| of**        | Air** | Max | lum | ent** | in.** | ax.** | ximum** |
|             |       | .** | p** |       |       |       |         |
| *           | *     |     |     | **T   | **Cem | **Cem | **Aggr  |
| *Concrete** | *Cont | *   | **( | ype** | ent** | ent** | egate** |
|             | ent** | *W/ | in. |       |       |       |         |
|             |       | C** | )** |       | *     | *     | *       |
|             | **%** |     |     |       | *Cont | *Cont | *Size** |
|             |       | **R |     |       | ent** | ent** |         |
|             |       | ati |     |       |       |       | **      |
|             |       | o** |     |       | *     | *     | (in.)** |
|             |       |     |     |       | *(lb/ | *(lb/ |         |
|             |       |     |     |       | cy)** | cy)** |         |
+-------------+-------+-----+-----+-------+-------+-------+---------+
| Prestressed | 5 --  | 0   | 7   | I,I   | 611   |       | No 4    |
|             | 7.5   | .44 |     | I,III |       |       |         |
+-------------+-------+-----+-----+-------+-------+-------+---------+
| Decks       | "     | "   | 1-  | II    | "     |       | 1       |
|             |       |     | 3.5 |       |       |       |         |
+-------------+-------+-----+-----+-------+-------+-------+---------+
| Parapets    | "     | "   | "   | II    | "     |       | "       |
+-------------+-------+-----+-----+-------+-------+-------+---------+
| Subs        | "     | "   | "   | II    | "     |       | "       |
| tr./General |       |     |     |       |       |       |         |
+-------------+-------+-----+-----+-------+-------+-------+---------+
| Paving      | "     | "   | .5- | II    | "     |       | 1.5-#4  |
|             |       |     | 3.5 |       |       |       |         |
+-------------+-------+-----+-----+-------+-------+-------+---------+
| Latex       | By    | By  | By  | By    | By    | By    | By      |
| Hydraulic   | Sp    | Sp  | Sp  | Spec. | Spec. | Spec. | Spec.   |
|             | ecial | ec. | ec. |       |       |       |         |
| Cement      |       |     |     |       |       |       |         |
| Concrete    |       |     |     |       |       |       |         |
+-------------+-------+-----+-----+-------+-------+-------+---------+
| Silica Fume | By    | By  | By  | By    | By    | By    | By Spec |
|             | Sp    | Sp  | Sp  | Spec. | Spec. | Sp    |         |
| Concrete    | ecial | ec. | ec. |       |       | ecial |         |
+-------------+-------+-----+-----+-------+-------+-------+---------+

Highest compressive strength used for prestressed concrete girders: 8500
psi\_\_\_\_\_\_\_\_\_

Compressive concrete strength used for decks: \_3650-4000
psi\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

3.  All states have experienced some of the below concrete distresses.
    To what extent has your State experienced these (Rank from 1 to 5
    with 1=rare and 5=often):

  --------------------------------------------------------------------------
  **Type of Distress**               1       2       3       4       5
  ---------------------------------- ------- ------- ------- ------- -------
  Corrosion of Reinforcing Steel                     x               

  Sulfate Attack                     x                               

  Alkali-silica Reactivity                   x                       

  Freezing and Thawing                               x               

  Cracking (girders, substructure,                   x               
  pvmt)                                                              

  Deck Cracking (Early age \< 5                              x       
  years)                                                             

  Overload                                   x                       

  Poor Construction Quality                  x                       
  --------------------------------------------------------------------------

4.  Construction Requirements:

> Workability Requirements:

+------+---+---+---+---+-------+---------------------+----------------------+
| # A  |   |   |   |   |       | #                   | #                    |
| DMIX |   |   |   |   |       |                     |                      |
| TURE |   |   |   |   |       |                     |                      |
| S AN |   |   |   |   |       |                     |                      |
| D SL |   |   |   |   |       |                     |                      |
| AG U |   |   |   |   |       |                     |                      |
| SAGE |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| AD   | N |   | A |   | ELE   |                     |                      |
| MIXT | o |   | g |   | MENTS |                     |                      |
| URE/ | n |   | g |   | WHERE |                     |                      |
| SLAG | - |   | r |   | USED  |                     |                      |
|      | A |   | e |   |       |                     |                      |
|      | g |   | s |   | All,  |                     |                      |
|      | g |   | s |   | D, G, |                     |                      |
|      | r |   | i |   | P, F, |                     |                      |
|      | e |   | v |   | CP,   |                     |                      |
|      | s |   | e |   | DS\*  |                     |                      |
|      | s |   | E |   |       |                     |                      |
|      | i |   | n |   |       |                     |                      |
|      | v |   | v |   |       |                     |                      |
|      | e |   | i |   |       |                     |                      |
|      | E |   | r |   |       |                     |                      |
|      | n |   | o |   |       |                     |                      |
|      | v |   | n |   |       |                     |                      |
|      | i |   | m |   |       |                     |                      |
|      | r |   | e |   |       |                     |                      |
|      | o |   | n |   |       |                     |                      |
|      | n |   | t |   |       |                     |                      |
|      | m |   |   |   |       |                     |                      |
|      | e |   |   |   |       |                     |                      |
|      | n |   |   |   |       |                     |                      |
|      | t |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
|      | Y | N | Y | N |       |                     |                      |
|      | E | O | E | O |       |                     |                      |
|      | S |   | S |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| Ai   | x |   | x |   | All   |                     |                      |
| r-En |   |   |   |   |       |                     |                      |
| trai |   |   |   |   |       |                     |                      |
| ning |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| R    | x |   | x |   | G     |                     |                      |
| etar |   |   |   |   |       |                     |                      |
| ding |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| Acce |   |   |   |   |       |                     |                      |
| lera |   |   |   |   |       |                     |                      |
| ting |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| W    | x |   | x |   | All   |                     |                      |
| ater |   |   |   |   |       |                     |                      |
| Redu |   |   |   |   |       |                     |                      |
| cing |   |   |   |   |       |                     |                      |
|      |   |   |   |   |       |                     |                      |
| (Nor |   |   |   |   |       |                     |                      |
| mal) |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| W    | x |   | x |   | G     |                     |                      |
| ater |   |   |   |   |       |                     |                      |
| Redu |   |   |   |   |       |                     |                      |
| cing |   |   |   |   |       |                     |                      |
|      |   |   |   |   |       |                     |                      |
| (    |   |   |   |   |       |                     |                      |
| High |   |   |   |   |       |                     |                      |
| Ra   |   |   |   |   |       |                     |                      |
| nge) |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| W    | x |   | x |   | G     |                     |                      |
| ater |   |   |   |   |       |                     |                      |
| Red  |   |   |   |   |       |                     |                      |
| ucer |   |   |   |   |       |                     |                      |
| +    |   |   |   |   |       |                     |                      |
|      |   |   |   |   |       |                     |                      |
| Reta |   |   |   |   |       |                     |                      |
| rder |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| W    |   |   |   |   |       |                     |                      |
| ater |   |   |   |   |       |                     |                      |
| Red  |   |   |   |   |       |                     |                      |
| ucer |   |   |   |   |       |                     |                      |
| +    |   |   |   |   |       |                     |                      |
|      |   |   |   |   |       |                     |                      |
| Acc  |   |   |   |   |       |                     |                      |
| eler |   |   |   |   |       |                     |                      |
| ator |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| V    | x |   | x |   | G,    |                     |                      |
| isco |   |   |   |   | Poss  |                     |                      |
| sity |   |   |   |   | sible |                     |                      |
| M    |   |   |   |   | all   |                     |                      |
| odif |   |   |   |   |       |                     |                      |
| ying |   |   |   |   |       |                     |                      |
| A    |   |   |   |   |       |                     |                      |
| dmix |   |   |   |   |       |                     |                      |
| ture |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| Si   |   |   |   |   |       |                     |                      |
| lica |   |   |   |   |       |                     |                      |
| Fume |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| Fly  | x |   | x |   | All   |                     |                      |
| Ash, |   |   |   |   |       |                     |                      |
| C    |   |   |   |   |       |                     |                      |
| lass |   |   |   |   |       |                     |                      |
| F    |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| Fly  |   |   |   |   |       |                     |                      |
| Ash, |   |   |   |   |       |                     |                      |
| C    |   |   |   |   |       |                     |                      |
| lass |   |   |   |   |       |                     |                      |
| C    |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| Fly  |   |   |   |   |       |                     |                      |
| Ash, |   |   |   |   |       |                     |                      |
| C    |   |   |   |   |       |                     |                      |
| lass |   |   |   |   |       |                     |                      |
| N    |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| Me   |   |   |   |   |       |                     |                      |
| taka |   |   |   |   |       |                     |                      |
| olin |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| Rice |   |   |   |   |       |                     |                      |
| Hull |   |   |   |   |       |                     |                      |
| Ash  |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| O    |   |   |   |   |       |                     |                      |
| ther |   |   |   |   |       |                     |                      |
| Ash  |   |   |   |   |       |                     |                      |
| M    |   |   |   |   |       |                     |                      |
| ater |   |   |   |   |       |                     |                      |
| ials |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| Bark |   |   |   |   |       |                     |                      |
| Ash  |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| Bo   |   |   |   |   |       |                     |                      |
| ttom |   |   |   |   |       |                     |                      |
| Ash  |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| Pet  |   |   |   |   |       |                     |                      |
| Coke |   |   |   |   |       |                     |                      |
| Ash  |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| Slag |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| L    |   |   |   |   |       |                     |                      |
| atex |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+
| C    |   |   |   |   | D     |                     |                      |
| orro |   |   |   |   |       |                     |                      |
| sion |   |   |   |   |       |                     |                      |
| In   |   |   |   |   |       |                     |                      |
| hibi |   |   |   |   |       |                     |                      |
| tors |   |   |   |   |       |                     |                      |
+------+---+---+---+---+-------+---------------------+----------------------+

\*Key: Deck(D); Girder(G); Pier(P); Footing(F); Concrete Pile(CP);
Drilled Shaft(DS)

  ----------------------------------- -----------------------------------
  ADMIXTURE TYPE & SLAG               RANGE % (Wt. Of Cement Replaced)

  Fly Ash                             20

  Slag                                

  Silica Fume                         Allowed if included in mix design

  Metakaolin                          

  Rice Hull Ash                       

  Other Ash Materials                 
  ----------------------------------- -----------------------------------

Yes No

Is water allowed to be added at the job site? \_\_\_x\_\_\_\_
\_\_\_\_\_\_

Are air-entraining admixtures allowed to be

added at the job site? \_\_x\_\_\_\_\_ \_\_\_\_\_\_

Are accelerators added at the job site? \_\_\_\_\_\_\_ \_\_\_\_\_\_

Are there any special finishing requirements? \_\_\_\_\_\_\_ \_\_x\_\_\_

Explain:
\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

Are there any time constraints between finishing

and applying curing? \_\_\_\_\_\_ \_\_\_x\_\_

Explain: (Minimum and Maximum
Times)\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

+---------------+-----+------+----+---------+---------+--------------+
| # CURING      |     |      |    |         |         |              |
|  REQUIREMENTS |     |      |    |         |         |              |
+---------------+-----+------+----+---------+---------+--------------+
| Structural    | Exi | Cu   | F  | Wet     | ERL     | Cure Time    |
|               | st. | ring | og |         |         |              |
| Element       |     |      |    | Burlap  | L       | (Days)       |
|               | Sp  | C    | Mi |         | B/SF/HR |              |
|               | ec. | omp. | st | D       |         |              |
|               |     |      |    | uration |         |              |
|               | Y/N | Y/N  | Y  |         |         |              |
|               |     |      | /N |         |         |              |
+---------------+-----+------+----+---------+---------+--------------+
| Deck          | Y   | Y    | Y  | 7 days  |         |              |
+---------------+-----+------+----+---------+---------+--------------+
| SF Overlay    |     |      |    |         |         |              |
+---------------+-----+------+----+---------+---------+--------------+
| Latex Conc.   |     |      |    |         |         |              |
|               |     |      |    |         |         |              |
| Overlay       |     |      |    |         |         |              |
+---------------+-----+------+----+---------+---------+--------------+
| Dense Conc.   |     |      |    |         |         |              |
|               |     |      |    |         |         |              |
| Overlay       |     |      |    |         |         |              |
+---------------+-----+------+----+---------+---------+--------------+
| Paving        | Y   | Y    | Y  |         |         |              |
+---------------+-----+------+----+---------+---------+--------------+
| Shotcrete     |     |      |    |         |         |              |
+---------------+-----+------+----+---------+---------+--------------+
| Shotcrete     |     |      |    |         |         |              |
|               |     |      |    |         |         |              |
| With SF       |     |      |    |         |         |              |
+---------------+-----+------+----+---------+---------+--------------+
| Massive       |     |      |    |         |         |              |
| Element       |     |      |    |         |         |              |
+---------------+-----+------+----+---------+---------+--------------+

Key : ERL= Evaporation Rate Limit (LBS/SF/HR)

> Any construction requirements for reducing evaporation?
>
> Yes \_\_Y\_\_\_\_ No \_\_\_\_\_\_
>
> How and how often is evaporation rate measured?
>
> According to ACI charts, contractor responsible for frequencies.

5.  Has fiber-reinforced concrete been specified for bridge decks or
    overlays and paving (either steel or plastic fibers)(Indicate R =
    Regular and E = Experimental.)

> Bridge decks: Yes \_\_\_x\_\_\_ No \_\_\_\_\_\_ Fiber Type
> \_\_\_Steel\_\_\_\_\_\_\_\_\_

Overlays: Yes \_\_\_x\_\_\_ No \_\_\_\_\_\_ Fiber Type
\_\_\_Steel\_\_\_\_\_\_\_\_\_

Paving: Yes \_\_\_\_\_\_ No \_\_\_\_\_\_ Fiber Type
\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

6.  Identify concrete cover requirements:

+-----------------------------------+-----------------+-----------------+
| # MI                              |                 |                 |
| NIMUM CONCRETE COVER REQUIREMENTS |                 |                 |
+-----------------------------------+-----------------+-----------------+
| STRUCTURAL ELEMENT                | COVER (in.)     |                 |
+-----------------------------------+-----------------+-----------------+
|                                   | Non-Aggressive  | Aggressive      |
|                                   | Environment     | Environment     |
+-----------------------------------+-----------------+-----------------+
| Decks -- Top                      | 2"              | 2"              |
+-----------------------------------+-----------------+-----------------+
| Decks -- Bottom                   | 1"              | 1"              |
+-----------------------------------+-----------------+-----------------+
| Reinforced Concrete Beams         | 2"              | 2"              |
+-----------------------------------+-----------------+-----------------+
| Prestressed Concrete Beams - CIP  | 2"              | 2"              |
+-----------------------------------+-----------------+-----------------+
| Prestressed Concrete Beams -      | 1.5"            | 1.5"            |
| Precast                           |                 |                 |
+-----------------------------------+-----------------+-----------------+
| Substructure -- Piers             | 2"              | 2"              |
+-----------------------------------+-----------------+-----------------+
| Substructure -- Abutments         | 2"              | 2"              |
+-----------------------------------+-----------------+-----------------+
| Substructure - Footings           | 2"              | 2"              |
+-----------------------------------+-----------------+-----------------+

+------------------------------+--------------+-----------+-----------+
| # REQUIRED REINFORCING STEEL |              |           |           |
+------------------------------+--------------+-----------+-----------+
| STRUCTURAL ELEMENT           | TYPE         |           |           |
|                              | REINFORCING  |           |           |
|                              | STEEL        |           |           |
|                              |              |           |           |
|                              | BS, ECS, GS, |           |           |
|                              | SS, SCD,     |           |           |
|                              | MMFX         |           |           |
+------------------------------+--------------+-----------+-----------+
|                              | No           | A         | Exp       |
|                              | n-Aggressive | ggressive | erimental |
|                              | Environment  | En        | Use Only  |
|                              |              | vironment |           |
+------------------------------+--------------+-----------+-----------+
| Decks -- Top                 | Ecs,gs       | Ecs,gs    | Ss,scd,   |
|                              |              |           | mmfx      |
+------------------------------+--------------+-----------+-----------+
| Decks -- Bottom              | Ecs,gs       | Ecs,gs    | Ss,scd,   |
|                              |              |           | mmfx      |
+------------------------------+--------------+-----------+-----------+
| Reinforced Concrete Beams    | Ecs,gs       | Ecs,gs    | Ss,scd,   |
|                              |              |           | mmfx      |
+------------------------------+--------------+-----------+-----------+
| Prestressed Concrete Beams,  | Ecs,gs       | Ecs,gs    | Ss,scd,   |
| CIP                          |              |           | mmfx      |
+------------------------------+--------------+-----------+-----------+
| Prestressed Concrete Beams,  | Ecs,gs       | Ecs,gs    | Ss,scd,   |
| Precast                      |              |           | mmfx      |
+------------------------------+--------------+-----------+-----------+
| Substructure -- Piers        | Ecs,gs       | Ecs,gs    | Ss,scd,   |
|                              |              |           | mmfx      |
+------------------------------+--------------+-----------+-----------+
| Substructure -- Abutments    | Ecs,gs       | Ecs,gs    | Ss,scd,   |
|                              |              |           | mmfx      |
+------------------------------+--------------+-----------+-----------+
| Substructure - Footings      | Ecs,gs       | Ecs,gs    | Ss,scd,   |
|                              |              |           | mmfx      |
+------------------------------+--------------+-----------+-----------+

> Key: BS = Black Reinforcing Steel; ECS = Epoxy Coated Reinforcing
> Steel; GS = Galvanized Reinforcing Steel; SS = Stainless Reinforcing
> Steel; SCD = Stainless Clad Reinforcing Steel; MMFX = MMFX
> Microcomposite Steel Rebar

7\. Is there a limit on the percent of alkali allowed in the cement?

> Yes \_\_X\_\_\_\_ No \_\_\_\_\_\_

8\. Are aggregates tested for reactivity?

> Yes \_\_X\_\_\_\_ No \_\_\_\_\_\_
>
> Pit Acceptance
>
> How many sources of aggregates?

9\. Indicate specification permeability requirement limits for: by
Special Provision

  ----------------------- ----------------------- -----------------------
  Structural Element      Coulombs                

                          Non-Aggressive          Aggressive Environment
                          Environment             

  Bridge Decks            100-1000                100-1000

  Prestressed Concrete                            
  Members                                         

  Substructure Elements                           

  Pavements                                       
  ----------------------- ----------------------- -----------------------

10 (a): What QC/QA tests do you specify?

  ------------- ----------------- ---------------------- -----------------
  Fresh                           Hardened Concrete      
  Concrete                                               

                Tests                                    Tests

  Slump         X                 Compressive Strength   X

  Spread                          Air/Void System        

  Unit Weight                     Chloride Permeability  

  Air Content   X                 Maturity               

  Water Content                   Freeze/Thaw            

  W/CM          x                 Shrinkage              

                                  ASR                    
  ------------- ----------------- ---------------------- -----------------

10 (b): What are your acceptance criteria for cracks?

Depends on the item.

10 (c): Do you specify pre-construction mock-ups? If yes, provide
details.

Yes, for new mixes or special items. Has been required for all HPC work.

10 (d): Do you specify design properties at 28 days or 56 days or some
other duration?

Yes, 28 day

10 (e): Do you allow 4x8 cylinders for compressive strength tests?

Yes

10 (f): What types of end-caps do you specify/allow -- Sulfur, Neoprene,
Ground Ends?

Neoprene

10 (g): Do you specify match-cured cylinders?

No

10 (h): How do you enforce/monitor wet-water curing?

Field Inspecitoin

10 (i): Do you require warrantees against defects -- e.g. bridge deck
cracking? No If yes, provide details.

10 (j): What is your experience/evaluation/specification regarding the
Microwave Test for w/cm?

None

11\. How often are the following types of concrete overlays used? (Rank
from 1 to 5 with 1=rare and 5=often)

+----------------+----+----+----+----+----+--------------------------+
| **Type of      | 1  | 2  | 3  | 4  | 5  | #                        |
| Overlay**      |    |    |    |    |    | # Comment on Performance |
|                |    |    |    |    |    |                          |
|                |    |    |    |    |    | E, G, or P\*\*           |
+----------------+----+----+----+----+----+--------------------------+
| Latex-modified | X  |    |    |    |    |                          |
|                |    |    |    |    |    |                          |
| Concrete       |    |    |    |    |    |                          |
+----------------+----+----+----+----+----+--------------------------+
| Silica Fume    |    | X  |    |    |    | G                        |
|                |    |    |    |    |    |                          |
| Concrete       |    |    |    |    |    |                          |
+----------------+----+----+----+----+----+--------------------------+
| Dense Concrete |    | X  |    |    |    | G                        |
+----------------+----+----+----+----+----+--------------------------+
| Fly Ash        |    |    |    |    |    |                          |
| Concrete       |    |    |    |    |    |                          |
+----------------+----+----+----+----+----+--------------------------+
| Slag Concrete  |    |    |    |    |    |                          |
+----------------+----+----+----+----+----+--------------------------+
| Epoxy (Thin    | X  |    |    |    |    | G                        |
| Bonded)        |    |    |    |    |    |                          |
+----------------+----+----+----+----+----+--------------------------+
| Polymer (Thin  |    |    |    | X  |    | E                        |
| Bonded)        |    |    |    |    |    |                          |
+----------------+----+----+----+----+----+--------------------------+
| Other          |    |    |    |    |    |                          |
+----------------+----+----+----+----+----+--------------------------+

\*\*Key: Excellent(E); Good(G); Poor(P)

12\. Rank the need or interest for your State to learn more about the
following from 1 to 5 (1=low; 5=very high)

+--------------------+---+---+---+---+---+---------------------------+
| **BENEFICIAL       | 1 | 2 | 3 | 4 | 5 | **Overall Ranking         |
| ATTRIBUTES**       |   |   |   |   |   | (1-11)**                  |
+--------------------+---+---+---+---+---+---------------------------+
| Low Permeability   | X |   |   |   |   | 6                         |
|                    |   |   |   |   |   |                           |
| (Dense Concrete)   |   |   |   |   |   |                           |
+--------------------+---+---+---+---+---+---------------------------+
| High Durability    | X |   |   |   |   | 1                         |
+--------------------+---+---+---+---+---+---------------------------+
| High Corrosion     |   | X |   |   |   | 7                         |
|                    |   |   |   |   |   |                           |
| Resistance         |   |   |   |   |   |                           |
+--------------------+---+---+---+---+---+---------------------------+
| Alkali-silica      |   | X |   |   |   | 8                         |
|                    |   |   |   |   |   |                           |
| Reactivity         |   |   |   |   |   |                           |
| Resistance         |   |   |   |   |   |                           |
+--------------------+---+---+---+---+---+---------------------------+
| Higher Concrete    |   |   | X |   |   | 11                        |
|                    |   |   |   |   |   |                           |
| Strengths          |   |   |   |   |   |                           |
+--------------------+---+---+---+---+---+---------------------------+
| Highly Flowable    |   |   | X |   |   | 13                        |
| Concrete           |   |   |   |   |   |                           |
+--------------------+---+---+---+---+---+---------------------------+
| Crack Control      |   | X |   |   |   | 9                         |
+--------------------+---+---+---+---+---+---------------------------+
| Skid Resistance    |   | X |   |   |   | 10                        |
+--------------------+---+---+---+---+---+---------------------------+
| Rideability        | X |   |   |   |   | 5                         |
+--------------------+---+---+---+---+---+---------------------------+
| Toughness of       |   |   |   | X |   | 12                        |
| Concrete\*         |   |   |   |   |   |                           |
+--------------------+---+---+---+---+---+---------------------------+
| Minimum            | X |   |   |   |   | 4                         |
| Maintenance        |   |   |   |   |   |                           |
+--------------------+---+---+---+---+---+---------------------------+
| Longer Service     | X |   |   |   |   | 3                         |
| Life               |   |   |   |   |   |                           |
+--------------------+---+---+---+---+---+---------------------------+
| Savings (Life      | X |   |   |   |   | 2                         |
| Cycle Costs)       |   |   |   |   |   |                           |
+--------------------+---+---+---+---+---+---------------------------+

\*Add fibers: steel, glass, plastic, polypropolene, etc.

13\. Who at State and Division levels i.e., Materials, Construction,
Pavement, Research, Structures, would be involved in examining concrete
specifications and procedures and learning about High Performance
Concrete?

> Check those that apply:
>
> Materials \_\_\_x\_\_\_\_\_\_\_\_\_\_\_
>
> Construction \_\_\_\_\_\_\_\_\_\_\_
>
> Pavement \_\_\_x\_\_\_\_\_\_\_\_\_\_\_
>
> Structures \_\_\_\_x\_\_\_\_\_\_\_\_\_\_
>
> Research \_\_\_\_\_x\_\_\_\_\_\_\_\_\_

14\. Have you considered adopting/implementing the following SHRP
products?

2005 A Guide to Determining the Optimal Gradation of Concrete
Aggregates?

Yes \_\_\_\_\_\_ No \_\_\_\_\_\_ Unknown \_\_x\_\_\_\_ Implemented
\_\_\_\_\_\_

2014. Specifications for High Performance Concrete?

> Yes \_\_x\_\_\_\_ No \_\_\_\_\_\_ Unknown \_\_\_\_\_\_ Implemented
> \_\_\_\_\_\_

2017. Designing ASR-Safe concrete Mix?

> Yes \_\_x\_\_\_\_ No \_\_\_\_\_\_ Unknown \_\_\_\_\_\_ Implemented
> \_\_\_\_\_\_

2036. Manual for Bridge Rehabilitation and Protection

> Yes \_\_\_\_\_\_ No \_\_\_\_\_\_ Unknown \_\_x\_\_\_\_ Implemented
> \_\_\_\_\_\_

Contact Person: Boyd Wheeler

> UDOT Structures
>
> Address: Box 148470
>
> 4501 South 2700 West
>
> Salt Lake City, Utah 84114-8470
>
> Telephone No.:801-+964-4456
>
> Email Address:bwheeler@utah.gov

Contact Person: Bill Lawrence

> UDOT Materials
>
> Address: 4501 South 2700 West
>
> Salt Lake City, Utah 84114
>
> Telephone No.: 965-4560
>
> Email Address: billlawrence@utah.gov

**Thank you for completing the questionnaire. A summary of compiled
results will be made available upon completion.**