# Appendix 5-D

# Sample Testing Frequency, Acceptance Test and Control Test Summaries

**Attachment 1: Crushed Aggregate Base Course P-209**

## Attachment 2: Plant Mix Bituminous Pavements P-401

**Attachment 3: Concrete Summary P-501**

**Attachment 4: Density Tests Summary, P-152, 154, 155, 208, &P-209**

**Attachment 5: Density Tests Summary, P-304**

**Attachment 6: Test Summary, P-401**

**Attachment 7: Gradation Summary, P-154, 208, 209, 304, 402**

**Attachment 1: Crushed Aggregate Base Course P-209**

  -------------- -------------- ------------------- ------------- --------------------------- -----------
  **AIRPORT:**                                                                                

                                                                                              

  **AIP PROJECT                                                                               
  NO:**                                                                                       

                                                                                              

  **CRUSHED                                                                                   
  AGGREGATE BASE                                                                              
  COURSE P-209**                                                                              

  Test           Test           Min. Testing        Information   Frequency of                Freq. &
                 Procedures     Tolerance           Due By                                    Num. of

                                                                  Tests Required              Tests
                                                                                              Conducted

                                                                                              

  Preliminary                                                                                 
  Testing:                                                                                    

  LA Abrasion    ASTM C 131     45% MAX             Before Start  1                           1
                                                    of Production                             

  Sodium Sulfate ASTM C 88      12% MAX             \"            1                           1
  Soundness                                                                                   

  Plasticity     ASTM D 4318    MAX 25              \"            1                           1
  Index                                                                                       

  Sand           ASTM D 2419    MIN 35              \"            1                           1
  Equivalent                                                                                  

  Gradation      ASTM C 136 & C See spec & 3%       \"            1                           1
                 117            Max/0.2mm                                                     

  Fractured      (Para 209-2.1) (Para 209-2.1)      \"            1                           1
  Faces                                                                                       

  Flat and       ASTM D 693     15% MAX             \"            1                           1
  Elongated                                                                                   

                                                                                              

                                                                                              

  Placement &                                                                                 
  Acceptance:                                                                                 

  Gradation      ASTM C 136 &   See Spec. 209-2.1   Day Following 1 per day                   10 Total
                 C117                               Placement                                 

                                Table 1.                                                      (1 per day)

  Laboratory     ASTM D 1557    \-\-\-\-\-\-\-\--   Day Following 1 per lot                   10
  Compaction and                                    Placement                                 

  opt. moisture                                                                               
  content                                                                                     

  Sampling       ASTM D 3665    \-\-\-\-\-\-\-\--   Prior to      1 per lot when not ex-      20 (2 per
  locations                                         placing                                   day)

  In-place       ASTM D 3017    +1-1/2% opt.        At time of    ceeding 2400 sq. yds        20 (2 per
  moisture                                          test                                      day)

  In-place       ASTM D 2922    100% of Max         At time of    \"                          
  density                                           test                                      

  Surface        16\'           3/8\" Max           Within 2 days 2 (one each direction)      90
  Tolerance      Straightedge                       of placement                              locations

                                                                                              

                                                                  90 locations                

  Thickness      Survey (before 1/2 inch Max.       At end of     \-\-\-\-\-\-\-\-\-\-\-\--   50\' grid
  Control        and after)                         placement                                 

  Finish Surface Survey         \+ 1/2 inch         At end of     \-\-\-\-\-\-\-\-\-\-\--     50\' grid
                                                    placement                                 
  -------------- -------------- ------------------- ------------- --------------------------- -----------

**Attachment 2: Plant Mix Bituminous Pavements P-401**

  --------------- ------------- --------------------------- ------------- --------------------------- -----------------------
  **AIRPORT:**                                                                                        

                                                                                                      

  **AIP PROJECT                                                                                       
  NO:**                                                                                               

                                                                                                      

  **PLANT MIX                                                                                         
  BITUMINOUS                                                                                          
  PAVEMENTS                                                                                           
  P-401**                                                                                             

  Test            Test          Min. Testing Tolerance      Information   Frequency of                Frequency of Tests
                  Procedures                                Due By                                    

                                                                          Tests Required              Conducted

  Preliminary                                                                                         
  Testing                                                                                             

  Review Test Lab ASTM D 3666   Paragraph 401-3.5           Prior to mix  ...\.....                   ...\...\.....
  Certification                                             design and                                

  (for QA and mix                                           acceptance                                
  design)                                                   testing                                   

  Review of                                                                                           
  Certified test                                                                                      
  reports                                                                                             

  Course                                                                                              
  Aggregate:                                                                                          

  Percent of wear ASTM C131     40% MAX                     Prior to      1                           1
                                                            production                                

  Flat &          ASTM D4701    8% MAX                      "             1                           1
  Elongated                                                                                           

  Soundness       ASTM C88      13% MAX                     "             1                           1

  Fractured Face  (Refer        (Refer 401-2.1)             "             1                           1
                  401-2.1)                                                                            

  Fine Aggregate                                                                                      

  Liquid Limit    ASTM D423     25% MAX                     Prior to      1                           1
                                                            production                                

  Plastic Index   ASTM D424     6% MAX                      "             1                           1

  Sand Equivalent ASTM D2419    35% MIN                     "             1                           1

  Mineral Filler  ASTM D242     \-\-\-\-\-\-\-\-\-\--       "             1                           1

  Bituminous      ASTM D3381    \-\-\-\-\-\-\-\-\-\-\-\--   "             \-\-\-\-\-\-\-\-\-\--       \-\-\-\-\-\-\-\-\-\--
  Material                                                                                            

  Review of job   Marshall MS-2 (401-3.2)                   "             1                           1
  mix formula                                                                                         

                  (Para                                                                               
                  401-3.2)                                                                            

  Test Section:                                                                                       

  Random Sampling ASTM D3665    \-\-\-\-\-\-\-\-\--         Prior to      \-\-\-\-\-\-\-\-\-\-\-\--   \-\-\-\-\-\-\-\-\-\--
                                                            sampling                                  

  Stability       Para          MIN 90 PWL                  Next          3 samples                   3
                  401-5.1a(2)                               following                                 
                                                            workday                                   

  Flow            Para          "                           "             "                           3
                  401-5.1a(2)                                                                         

  Air void        Para          "                           "             "                           3
                  401-5.1a(2)                                                                         

  MAT Cores       Para          "                           "             3 cores                     3
                  401-5.1b(3) &                                                                       
                  (4)                                                                                 

  Joint Cores     Para          "                           "             3 cores                     3
                  401-5.1b(3) &                                                                       
                  (4)                                                                                 

  Gradation       Para 401-6.3b Para 6.5 a & b              "             2 samples                   2

  Asphalt Content Para 401-6.3a Para 6.5 a & b              "             2 samples                   2
  --------------- ------------- --------------------------- ------------- --------------------------- -----------------------

  --------------- ----------------------- --------------------------- ------------- ----------------------- -----------------
  P401                                                                                                      
  (Continued)                                                                                               

                                                                                                            

  Test            Test Procedures         Min. Testing Tolerance      Information   Frequency of            Frequency of
                                                                      Due By                                

                                                                                    Tests Required          Tests Conducted

  Production:                                                                                               

  Random Sampling ASTM D3665              \-\-\-\-\-\-\-\-\-\-\--     Prior to      \-\-\-\-\-\-\-\-\-\--   10 lots
                                                                      sampling                              

  Lab compacted   ASTM D1559              \-\-\-\-\-\-\-\-\--         Next          1 set per sublot        10 lots, 120
  specimens                                                           following                             total
                                                                      work day                              

                                                                                    (3 total)               

  Stability of    ASTM D1559              Para 401\--5.2              \"            3 per sublot            120
  flow                                                                                                      

  Air voids       ASTM D3203              \"                          \"            3 per sublot            120

  Bulk sps        ASTM D2726 or D1188     \"                          \"            3 per sublot            120

  Theor. Max.     ASTM D2041              \"                          \"            2 times per lot         22
  spg.                                                                                                      

  Mat & Joint     ASTM D3665              \"                          \"            1 per sublot/4 sub      40
  sampling                                                                                                  

                                                                                    lots per lot            

  Mat Density     ASTM D2766 or D1188     \"                          \"            \"                      40

  Joint Density   \"                      \"                          \"            \"                      40

  Thickness       \-\-\-\-\-\-\-\-\--     Per plan                    \"            (Using all cores)       80

  Smoothness      (12-foot straight edge) 15% MAX measures exceed     Prior to      50\' intervals both     50\' intervals
                                                                      acceptance                            

                                          tolerance                                 directions              trains &
                                                                                                            longitudual

  Grade           Survey                  Within 1/2\" of plan        Prior to      50\' intervals          50\' intervals
                                                                      acceptance                            

  QC: Review of   Para 401-6.2            \-\-\-\-\-\-\-\-\-\-\-\--   5 days prior  \-\-\-\-\-\-\-\-\--     \-\-\-\-\-\-\--
  QC plan                                                             production                            

  Asphalt Content ASTM D2172              401-6.5 a & b               Submit report 2 per lot               24
                                                                      & chart on                            

                                                                      next                                  
                                                                      following                             
                                                                      workday                               

  Ash Content     ASTM D2172              \-\-\-\-\-\-\-\--           \"            1st extraction and      4

                                                                                    every 10 extractions    

  Gradation       AASHTO T30              401-6.5 a & b               \"            2 times per lot         40

  Moisture        ASTM C566               \-\-\-\-\-\-\--             \"            1 per lot               10
  content of                                                                                                
  aggregate                                                                                                 

  Moisture        ASTM D1461              0.5% MAX                    \"            1 per lot               10
  content of                                                                                                
  mixture                                                                                                   

  Temperature of:                                                                                           

  Dryer           N/A                     (Refer to mix) design &     \"            4 per lot               40
                                          temp                                                              

  Bitumen storage N/A                     Viscosity curve & Para      \"            4 per lot               40
                                          401-4.6                                                           

  Plant mixture   N/A                     -4.7\> & -4.8               \"            4 per lot               40

  Mixture at site N/A                     \"                          \"            4 per lot               40

  Mixing Time     ASTM D2489              -95% coated particle        Prior to      1                       1
                                                                      production                            

  Certification   \-\-\-\-\-\-\-\-\-\--   Para 401-6.1                Prior to      1                       1
  of Q.C.                                                             testing                               

  Testing                                                                                                   
  Equipment                                                                                                 
  --------------- ----------------------- --------------------------- ------------- ----------------------- -----------------

**Attachment 3: Concrete Summary P-501**

  --------------- ----------- ----- ----- ------ ------ ------ ---------- ---------- ------- ---------- ------- ---------
  **AIRPORTS:**                                                                                                 

  **AIP PROJECT                                                                                                 
  NO:**                                                                                                         

  **P-501                                                                                                       
  CONCRETE                                                                                                      
  SUMMARY**                                                                                                     

  LOT 1           CORE                                         FLEXUAL                                          
                  THICKNESS                                    STRENGTH                                         
                  (INCHES)                                                                                      

                              LOT   PWL   \% PAY 28 DAY LOT    PWL        \% PAY     TOTAL   LOT        UNIT    TOTAL
                              AVG                       AVG.                                                    

                                                 SET                                 \% PAY  QUANTITY   PRICE   PAYMENT
                                                 AVG.                                                           

  Sublot 1                                                                                                      

  Sublot 2                                                                                                      

  Sublot 3                                                                                                      

  Sublot 4                                                                                                      

  LOT 2           CORE                                                    FLEXUAL                               
                  THICKNESS                                               STRENGTH                              
                  (INCHES)                                                                                      

                              LOT   PWL   \% PAY 28 DAY LOT    PWL        \% PAY     TOTAL   LOT        UNIT    TOTAL
                              AVG                       AVG.                                                    

                                                 SET                                 \% PAY  QUANTITY   PRICE   PAYMENT
                                                 AVG.                                                           

  Sublot 1                                                                                                      

  Sublot 2                                                                                                      

  Sublot 3                                                                                                      

  Sublot 4                                                                                                      

  LOT 3           CORE                                                    FLEXUAL                               
                  THICKNESS                                               STRENGTH                              
                  (INCHES)                                                                                      

                              LOT   PWL   %PAY   28 DAY LOT    PWL        \% PAY     TOTAL   LOT        UNIT    TOTAL
                              AVG                       AVG.                                                    

                                                 SET                                 \% PAY  QUANTITY   PRICE   PAYMENT
                                                 AVG.                                                           

  Sublot 1                                                                                                      

  Sublot 2                                                                                                      

  Sublot 3                                                                                                      

  Sublot 4                                                                                                      

  LOT 4           CORE                                                    FLEXUAL                               
                  THICKNESS                                               STRENGTH                              
                  (INCHES)                                                                                      

                              LOT   PWL   \% PAY 28 DAY LOT    PWL        \% PAY     TOTAL   LOT        UNIT    TOTAL
                              AVG                       AVG.                                                    

                                                 SET                                 \% PAY  QUANTITY   PRICE   PAYMENT
                                                 AVG.                                                           

  Sublot 1                                                                                                      

  Sublot 2                                                                                                      

  Sublot 3                                                                                                      

  Sublot 4                                                                                                      
  --------------- ----------- ----- ----- ------ ------ ------ ---------- ---------- ------- ---------- ------- ---------

**Attachment 4: Density Tests Summary, P-152, 154, 155, 208, &P-209**

  --------------- ------------- ---------- ---------- ----------- --------- ----------
  **AIRPORTS:**                                                             

                                                                            

  **AIP PROJECT                                                             
  NO:**                                                                     

                                                                            

  **P-152, 154,                                                             
  155, 208, &                                                               
  P-209 DENSITY                                                             
  TESTS SUMMARY**                                                           

                                                                            

  DATE            LOT/SAMPLE    \*         OPT        MINIMUM     ACTUAL    REMARKS
                  NUMBER        MOISTURE                                    

                                                      Density (%)           

                                CONTENT    MOISTURE   SPECIFIED   Density   
                                (%)        (%)                    (%)       

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

                                                                            

  \*For expensive                                                           
  days only (PI                                                             
  \> 12)                                                                    

  NOTE: Retests                                                             
  must be                                                                   
  identified and                                                            
  cross -                                                                   
  referenced to                                                             
  original failed                                                           
  test.                                                                     
  --------------- ------------- ---------- ---------- ----------- --------- ----------

**Attachment 5: Density Tests Summary, P-304**

<table>
<colgroup>
<col style="width: 5%" />
<col style="width: 2%" />
<col style="width: 5%" />
<col style="width: 2%" />
<col style="width: 1%" />
<col style="width: 3%" />
<col style="width: 0%" />
<col style="width: 1%" />
<col style="width: 5%" />
<col style="width: 1%" />
<col style="width: 1%" />
<col style="width: 3%" />
<col style="width: 1%" />
<col style="width: 4%" />
<col style="width: 0%" />
<col style="width: 1%" />
<col style="width: 5%" />
<col style="width: 0%" />
<col style="width: 5%" />
<col style="width: 2%" />
<col style="width: 2%" />
<col style="width: 0%" />
<col style="width: 5%" />
<col style="width: 0%" />
<col style="width: 4%" />
<col style="width: 4%" />
<col style="width: 0%" />
<col style="width: 0%" />
<col style="width: 5%" />
<col style="width: 3%" />
<col style="width: 0%" />
<col style="width: 5%" />
<col style="width: 3%" />
<col style="width: 5%" />
</colgroup>
<tbody>
<tr class="odd">
<td colspan="4"><strong>AIRPORTS:</strong></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4" rowspan="2"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="4"><strong>AIP PROJECT NO:</strong></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3" rowspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="10"><strong>P-304 DENSITY TESTS SUMMARY</strong></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3" rowspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="2">DATE</td>
<td colspan="2">NUMBER</td>
<td colspan="12">DENSITY %</td>
<td colspan="3">AVERAGE OF</td>
<td colspan="3">% PAY</td>
<td colspan="3">LOT</td>
<td colspan="3">UNIT</td>
<td colspan="3">TOTAL</td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4">sublot 1</td>
<td colspan="2">sublot 2</td>
<td colspan="3">sublot 3</td>
<td colspan="3">sublot 4</td>
<td colspan="3">DENSITY</td>
<td colspan="3"></td>
<td colspan="3">QUANTITY</td>
<td colspan="3">PRICE</td>
<td colspan="3">PAYMENT</td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="even">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="odd">
<td colspan="2"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="2"></td>
</tr>
<tr class="odd">
<td></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="2"></td>
</tr>
<tr class="even">
<td colspan="33"><strong>Attachment 6: Test Summary, P-401</strong></td>
<td rowspan="3"></td>
</tr>
<tr class="odd">
<td colspan="30"><h4 id="airport-city-state-aip-page____of____">AIRPORT:
CITY: STATE: AIP: Page____of____</h4></td>
<td colspan="3"></td>
</tr>
<tr class="even">
<td colspan="5"></td>
<td colspan="2"></td>
<td colspan="7">ACCEPTANCE TEST</td>
<td colspan="16">CONTROL TEST</td>
<td colspan="3"></td>
</tr>
<tr class="odd">
<td colspan="5">Unit Price</td>
<td colspan="2"></td>
<td colspan="4">Marshall</td>
<td colspan="3">MAT</td>
<td colspan="4">Marshall</td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="even">
<td colspan="5">Mix $____/Ton</td>
<td colspan="2"></td>
<td colspan="4">Air</td>
<td colspan="3">Density</td>
<td colspan="4">Unit wt</td>
<td colspan="2">VMA</td>
<td colspan="3">Stability</td>
<td colspan="3">Flow</td>
<td colspan="4">Joint</td>
<td colspan="4"></td>
</tr>
<tr class="odd">
<td colspan="5">AC $____/____</td>
<td colspan="2"></td>
<td colspan="4" rowspan="2">Voids (%)</td>
<td colspan="3">(%)</td>
<td colspan="4">(Pcf)</td>
<td colspan="2">(%)</td>
<td colspan="3">(lbs)</td>
<td colspan="3">(.01 in)</td>
<td colspan="4">Density (%)</td>
<td colspan="4"></td>
</tr>
<tr class="even">
<td colspan="7">Specification</td>
<td colspan="4">____ - ____</td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2">____Min</td>
<td colspan="3">____ Blows</td>
<td colspan="3">____ - ____</td>
<td colspan="4"></td>
</tr>
<tr class="odd">
<td colspan="5"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3">____ Min</td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="even">
<td colspan="5">DATE:</td>
<td colspan="2">LOT</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="odd">
<td colspan="5">LOT:</td>
<td colspan="2">AVG</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="even">
<td colspan="5">LOCATION:</td>
<td colspan="2">STD</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="odd">
<td colspan="5">LIFT:</td>
<td colspan="2">DEV</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="even">
<td colspan="5">% PAY: __________</td>
<td colspan="2">QU</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="odd">
<td colspan="5">TONS MIX: _______</td>
<td colspan="2">QL</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="even">
<td colspan="5">TON AC: _________</td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="odd">
<td colspan="5">TOTAL PAY: $_____</td>
<td colspan="2">PWL</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="even">
<td colspan="5"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="odd">
<td colspan="5">DATE:</td>
<td colspan="2">LOT</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="even">
<td colspan="5">LOT:</td>
<td colspan="2">AVG</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="odd">
<td colspan="5">LOCATION:</td>
<td colspan="2">STD</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="even">
<td colspan="5">LIFT:</td>
<td colspan="2">DEV</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="odd">
<td colspan="5">% PAY: __________</td>
<td colspan="2">QU</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="even">
<td colspan="5">TONS MIX: _______</td>
<td colspan="2">QL</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="odd">
<td colspan="5">TON AC: _________</td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="even">
<td colspan="5">TOTAL PAY: $_____</td>
<td colspan="2">PWL</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="odd">
<td colspan="5"></td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="even">
<td colspan="5">DATE:</td>
<td colspan="2">LOT</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="odd">
<td colspan="5">LOT:</td>
<td colspan="2">AVG</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="even">
<td colspan="5">LOCATION:</td>
<td colspan="2">STD</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="odd">
<td colspan="5">LIFT:</td>
<td colspan="2">DEV</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="even">
<td colspan="5">% PAY: __________</td>
<td colspan="2">QU</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="odd">
<td colspan="5">TONS MIX: _______</td>
<td colspan="2">QL</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="even">
<td colspan="5">TON AC: _________</td>
<td colspan="2"></td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
<tr class="odd">
<td colspan="5">TOTAL PAY: $_____</td>
<td colspan="2">PWL</td>
<td colspan="4"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="2"></td>
<td colspan="3"></td>
<td colspan="3"></td>
<td colspan="4"></td>
<td colspan="4"></td>
</tr>
</tbody>
</table>

Attachment 7: Gradation Summary, P-154, 208, 209, 304, 402

+------+-------+-------+-------+-------+---------+--------------------+
| **AI |       |       |       |       |         |                    |
| RPOR |       |       |       |       |         |                    |
| T:** |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
| *    |       |       |       |       |         |                    |
| *AIP |       |       |       |       |         |                    |
| PRO  |       |       |       |       |         |                    |
| JECT |       |       |       |       |         |                    |
| N    |       |       |       |       |         |                    |
| O:** |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
| **P- |       |       |       |       |         |                    |
| 154, |       |       |       |       |         |                    |
| 208, |       |       |       |       |         |                    |
| 209, |       |       |       |       |         |                    |
| 304, |       |       |       |       |         |                    |
| 402  |       |       |       |       |         |                    |
| G    |       |       |       |       |         |                    |
| RADA |       |       |       |       |         |                    |
| TION |       |       |       |       |         |                    |
| S    |       |       |       |       |         |                    |
| UMMA |       |       |       |       |         |                    |
| RY** |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
| S    | ###   |       |       |       |         |                    |
| IEVE | GRADA |       |       |       |         |                    |
|      | TIONS |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
| SIZE | S     | S     | S     | S     | GR      |                    |
|      | AMPLE | AMPLE | AMPLE | AMPLE | ADATION |                    |
|      | #1    | #2    | #3    | #4    |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
| \*N  |       |       |       |       |         |                    |
| ote: |       |       |       |       |         |                    |
| Inc  |       |       |       |       |         |                    |
| lude |       |       |       |       |         |                    |
| %    |       |       |       |       |         |                    |
| f    |       |       |       |       |         |                    |
| ract |       |       |       |       |         |                    |
| ured |       |       |       |       |         |                    |
| face |       |       |       |       |         |                    |
| test |       |       |       |       |         |                    |
| for  |       |       |       |       |         |                    |
| P    |       |       |       |       |         |                    |
| -209 |       |       |       |       |         |                    |
| and  |       |       |       |       |         |                    |
| P    |       |       |       |       |         |                    |
| -402 |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
| Re   |       |       |       |       |         |                    |
| test |       |       |       |       |         |                    |
| must |       |       |       |       |         |                    |
| be   |       |       |       |       |         |                    |
| id   |       |       |       |       |         |                    |
| enti |       |       |       |       |         |                    |
| fied |       |       |       |       |         |                    |
| and  |       |       |       |       |         |                    |
| cros |       |       |       |       |         |                    |
| s-re |       |       |       |       |         |                    |
| fere |       |       |       |       |         |                    |
| nced |       |       |       |       |         |                    |
| to   |       |       |       |       |         |                    |
| orig |       |       |       |       |         |                    |
| inal |       |       |       |       |         |                    |
| f    |       |       |       |       |         |                    |
| ield |       |       |       |       |         |                    |
| t    |       |       |       |       |         |                    |
| est. |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+
|      |       |       |       |       |         |                    |
+------+-------+-------+-------+-------+---------+--------------------+