Concrete Submittal Form PDF Details

As a contractor or material supplier, it is important to be familiar with the requirements for submitting a concrete submittal. A submittal is a document that provides information about a proposed construction project to the reviewing authority. In order to ensure that your project proceeds smoothly, it is essential to submit a complete and accurate concrete submittal. This article will provide an overview of the information that should be included in a concrete submittal.

QuestionAnswer
Form NameConcrete Submittal Form
Form Length5 pages
Fillable?No
Fillable fields0
Avg. time to fill out1 min 15 sec
Other namesaashto iia 240 get, fhwa form 1608, 1608 aashto online, structural concrete mix

Form Preview Example

U.S. Department of Transportation

Federal Highway Administration

Federal Lands Highway Office

552 STRUCTURAL CONCRETE MIX DESIGN SUBMITTAL

Project:

 

 

 

 

 

 

 

 

 

Date:

 

Contractor:

 

 

 

Concrete for

 

 

Concrete producer:

 

 

 

 

 

 

 

 

 

 

 

Class of concrete:

 

Exposure Class:

 

 

Producer Mix designation:

 

 

 

 

 

 

 

□METRIC

□ENGLISH

SPECIFIED CONCRETE COMPRESSIVE STRENGTH (@ 28 Days)…… (f’c)

Required average concrete compressive strength used for mixture proportion selection1 (f’cr)

MIXTURE PROPORTIONS

 

 

 

 

Specific

Mass Absolute Tolerance

Dosage

Material

Gravity

Volume % (±)

Admixtures

Cement (Portland or Blended)

 

 

 

 

 

 

 

 

 

 

 

 

1

Fly Ash (Class F or C)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1

Water

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1

Coarse aggregate (SSD)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2

Fine aggregate (SSD)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2

Fibers

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3

Color Pigments

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3

Other

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Total air

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Totals

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Air entraining

Type A (Water Reducer -WR) Type B (Set Retarder - SR) Type C (Set Accelerator - SA) Type D (WR & SR)

Type E (WR & SA) Type F (High Range WR)

Type G (High Range WR & SR) Hydration Stabilizer (B or D) Other

FRESH CONCRETE PROPERTIES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Water/cementitious materials ratio (by mass) 2

 

 

 

 

Theoretical unit mass:

 

 

 

 

 

 

 

 

 

 

 

 

Measured unit mass (AASHTO T 121):

 

 

 

 

 

Measured air content (AASHTO T 152 or T 196):

 

%

 

Concrete Temperature (AASHTO T 309):

 

 

 

 

Measured slump (AASHTO T 119):

 

 

 

 

 

 

 

 

 

 

HARDENED CONCRETE PROPERTIES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Average 28 day strength designated in specifications,

:

 

 

 

Average 7-day strength,

:

 

 

 

 

If the concrete is subjected to elevated temperature curing, note the maximum curing temperature:

 

 

 

 

 

 

 

 

Water-soluble chloride-ion (Cl-) in hardened concrete by weight of cement:

% 3

 

 

 

 

 

 

 

 

 

 

 

 

Signature ________________________________________ Print Name

 

 

 

 

 

 

 

 

 

Date

 

 

 

 

1Design in accordance with FP and specified ACI standards found in the contract.

2The ratio of the mass of water, exclusive only of that absorbed by the aggregate, to the combined mass of cementitious materials (i.e. cement, fly ash, silica fume and ground granulated blast furnace slag (GGBFS)).

3 Provide for reinforced and prestressed concrete when required in accordance with contract specifications.

Form FHWA 1608 (Rev 02-07)

Page 1 of 5

552 STRUCTURAL CONCRETE MIX DESIGN SUBMITTAL (Continued)

CEMENT (AASHTO M 85 – TYPES I, IA, II, IIA, III, IIIA or V OR AASHTO M 240 – TYPES I(PM), IP, P, I(SM) or IS) 4

Certification attached :

□Yes

□No

FLY ASH (AASHTO M 295 – CLASS C or F) 4

Certification attached :

□Yes

□No

SILICA FUME (AASHTO M 307 – RAW, SLURRIED OR DENSIFIED) 4

Certification attached :

□Yes

□No

GROUND GRANULATED BLAST FURNACE SLAG (GGBFS) (AASHTO M 302 – GRADE 100 or 120) 4

Certification attached :

□Yes

□No

WATER (AASHTO M 157 AND AASHTO T 26)

Reclaimed water or water of questionable quality will be used?

□Yes

□No

Will water be added at the discharge site?

□Yes

□No If yes, how much?

CHEMICAL, COLOR PIGMENTS, FIBERS AND OTHER ADMIXTURES4

 

Point

Certification

Admixture Type 5

Admixture Added 6

Attached

Air entraining (AASHTO M 154)

Type A – Water reducing

Type B – Set Retarding (AASHTO M 194) Type C – Set Accelerating (AASHTO M 194) Type D – Water Reducing and

Set Retarding (AASHTO M 194)

Type E – Water Reducing and

Set Accelerating (AASHTO M 194)

Type F – High Range Water Reducing

(AASHTO M 194)

Type G – High Range Water Reducing

and Set Retarding (AASHTO M 194)

Type B – Hydration Stabilizing

 

(AASHTO M 194)

hours

□Yes

□Yes

□Yes

□Yes

□Yes

□Yes

□Yes

□Yes

□Yes

□No

□No

□No

□No

□No

□No

□No

□No

□No

Type D – Hydration Stabilizing

(AASHTO M 194) hours Color Pigments (ASTM C 979)

Fibers (ASTM C 1116) Type:

Other

□Yes

□Yes

□Yes

□Yes

□No

□No

□No

□No

4Certifications documentation is required prior to approval of a mix design.

5Admixtures must be compatible and of the same type as those used in the mixtures from which strength data were obtained. Do not use chloride accelerators. Do not use set accelerating admixtures with Class P (Prestressed Concrete).

6 Each point where admixture is added must be noted (i.e. concrete batching facilities, project site, etc) as well as the corresponding dosage.

Form FHWA 1608 (Rev 02-07)

Page 2 of 5

552 STRUCTURAL CONCRETE MIX DESIGN SUBMITTAL (Continued)

FINE AGGREGATE (FP SECTION 703.01 AND AASHTO M 6, CLASS B)

Name and phone number of fine aggregate supplier/producer:

Location of material source:

 

 

 

Material type: Manufactured sand□

%

Natural sand □

% Blend □

%

 

Sieve Analysis: (AASHTO T 27)

 

Property

Specification

Specification

Value

 

 

 

 

 

 

 

 

 

 

 

 

Sieve

% Passing (P)

 

Cumulative

 

(1) Clay lumps and friable

AASHTO T 112

 

 

 

 

 

 

 

 

 

 

 

 

 

 

% Retained

 

particles

 

3.0% max

 

 

Size

 

 

 

 

 

 

 

 

(Specification)

 

 

 

 

 

 

(CPR)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(2) Coal and lignite

AASHTO T 113

1.0% max

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(100)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(3) Minus

AASHTO T 11

3.0% max

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(95-100)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(4) Organic Impurities

AASHTO T 21

Color not

□

Yes

 

 

 

 

 

 

 

 

 

darker than

 

 

 

 

 

 

 

 

 

 

 

 

(80-100)

 

 

 

 

 

 

standard

□

No

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(5) Sodium sulfate soundness,

AASHTO T 104

10% max

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

5 cycles

 

 

 

 

 

(50-85)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(6) Sand Equivalent. Alt

AASHTO T 176

75% min

 

 

 

 

 

 

 

 

 

method 2, referee method

 

 

 

 

 

(25-60)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(7) Bulk specific gravity

AASHTO T 84

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(10-30)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(8) Bulk SSD specific gravity

AASHTO T 84

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(2-10)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Fineness modulus (ﾙCPR/100)

 

 

 

 

(9) Absorption

AASHTO T 84

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(10) Alkali Silica Reactivity7

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

COARSE AGGREGATE (FP SECTION 703.02 AND AASHTO M 80, CLASS A)

Name and phone number of coarse aggregate supplier/producer:

Grading number (AASHTO M43)

 

 

Location of material source:

 

 

 

 

 

 

 

 

 

 

Sieve Analysis: (AASHTO T 27)

 

 

 

 

Property

 

 

 

 

 

 

 

(1) Clay lumps and friable

Sieve Size

Percent

AASHTO M 43

 

 

Passing

Specification4

 

 

 

particles

 

 

 

 

 

 

 

 

 

 

 

 

Deleterious chert

 

 

 

 

 

 

 

(2)

 

 

 

 

 

 

 

 

 

ﾦ (1) + (2)

 

 

 

 

 

 

 

(3)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(4)

Minus

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(5)

Coal and lignite

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(6)

LA abrasion

 

 

 

 

 

 

 

 

Grading_____

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(7)

Sodium sulfate soundness,

 

 

 

 

 

 

 

 

5 cycles

 

 

 

 

 

 

 

 

Adherent coating

 

 

 

 

 

 

 

(8)

 

 

 

 

 

 

 

 

Dry rodded unit mass

 

 

 

 

 

 

 

(9)

 

 

 

 

 

 

 

 

(10) Mass of insoluble residue

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(bridge decks or surface courses)

 

 

 

 

 

 

 

 

(11) Bulk specific gravity

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(12) Bulk SSD specific

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

gravity

 

 

 

 

 

 

 

 

(13) Absorption

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(14)Alkali Silica Reactivity7

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

7See specific contract requirements for ASR test methods and limits..

 

 

 

Material type:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Specification

Specification

 

Value

 

 

 

 

 

 

 

 

 

AASHTO T 112

2.0% max

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AASHTO T 113

3.0% max

 

 

 

 

 

 

 

 

 

 

 

AASHTO T 112 & T

3.0% max

 

 

 

113

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AASHTO T 11

1.0 or 1.5%

 

 

 

 

 

 

max

 

 

 

 

 

 

 

 

 

 

 

AASHTO T 113

0.5% max

 

 

 

 

 

 

 

 

 

 

 

AASHTO T 96

40% max

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AASHTO T 104

12% max

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ASTM D 5711

1.0% max

 

 

 

 

 

 

 

 

 

 

 

AASHTO T 19

 

 

 

 

 

 

 

 

 

 

 

 

ASTM D 3042

25% min

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AASHTO T 85

 

 

 

 

 

 

 

 

 

 

 

 

AASHTO T 85

 

 

 

 

 

 

 

 

 

 

 

 

AASHTO T 85

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

A/N

 

 

 

 

 

 

 

 

 

 

 

 

Form FHWA 1608 (Rev 02-07)

Page 3 of 5

552 STRUCTURAL CONCRETE MIX DESIGN (Continued)

DATA FOR COMPUTING THE STANDARD DEVIATION

Cylinder Size:

1 Test Record8

or

or 2 Test Records

Consecutive

Strength Test

Date Batched8

 

 

Compressive Strength -

at 28 days

 

 

 

 

 

 

 

 

 

 

 

 

 

Cylinder 1

 

 

Cylinder 2

 

 

 

 

Strength Test

 

 

 

 

 

 

 

 

Xi9

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

X = ﾦ Xi = =

n n

For One Test Record:For Two Test Records:

 

 

 

ﾦ (X -

 

)2

 

 

 

 

 

 

(n

1 -1)(ss1 )2 ． (n2 -1)(ss 2 )2

 

 

 

 

 

X

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

s S ＠

＠

 

 

ss ＠

 

i

 

 

 

 

 

 

＠

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(n1 ． n2 ０ 2)

 

 

 

 

 

 

(n - 1)

 

 

 

 

 

 

 

 

 

 

 

 

Where:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

X = average of n strength test results

n = number of consecutive strength tests

ss1, ss2 = sample standard deviations (1 & 2)

 

Xi = individual strength tests

ss = sample standard deviation,

 

 

n1, n2 = number of tests in each test record

ss = statistical average standard deviation where two test records are used to estimate the sample standard deviation.

8The test records must be no more than 12 months old and consist of at least 30 consecutive tests or two groups of consecutive tests totaling at least 30 tests. If 15 to 29 consecutive test records are provided, they must represent a single record of consecutive tests that span a period of not less than 45 calendar days. All test records must also represent materials, quality control procedures and conditions similar to those expected and changes in materials and proportions within the test records must not have been more restricted than those for

proposed work. In addition, they must represent concrete produced to meet a specified strength or strengths within

of f’c.

9A strength test shall be the average of at least two 6 by 12-inch cylinders or at least three 4 by 8-inch cylinders made from the same sample of concrete and tested at 28 days or at test age designated in the specification for f’c.

Form FHWA 1608 (Rev 02-07)

Page 4 of 5

552 STRUCTURAL CONCRETE MIX DESIGN SUBMITTAL (Continued)

DETERMINATION OF REQUIRED AVERAGE COMPRESSIVE STRENGTH

REQUIRED AVERAGE COMPRESSIVE STRENGTH (fcr)10

Case 1 – Required Average Compressive Strength with Test Records of 30 or More Consecutive Tests:

Table 1

Specified Compressive Strength, f’c,

Required Average Compressive Strength* f’cr,

f’c ､

f’c >

Use the larger value computed from the following equations:

f’cr = f’c + 1.34kss

(1)

f’cr = f’c + 2.33kss –

(2)

Use the larger value computed from the following equations:

f’cr = f’c + 1.34kss

(1)

f’cr = 0.90f’c + 2.33kss

(3)

* k is equal to 1.00 if the total number of tests are greater than or equal to 30

 

 

 

 

 

 

 

 

 

X

ｴ f’cr

f’cr =

 

 

X =

 

 

 

 

 

 

□Yes

□No

Case 2 – Required Average Compressive Strength with Test Records of 15 to 29 Consecutive Tests:

Table 2

(k-modification Factor for use in Table 1)

Number of Tests*

k-modification Factor for Sample Standard Deviation+

15

1.16

20

1.08

25

1.03

30 or more

1.00

*Interpolate for intermediate numbers of tests

+k-modified sample standard deviation used to determine required average strength f’cr in Table 1

 

 

 

 

 

 

 

 

X

ｴ f’cr

f’cr =

 

 

X =

 

 

 

 

 

 

 

 

□Yes

□No

Case 3 – Required Average Compressive Strength with Test Records less than 15 Consecutive Tests:

Table 3

Specified Compressive Strength,

Required Average Compressive Strength

f’c <

f’cr = f’c +

､ f’c ､

f’cr = f’c +

f’c >

f’cr = 1.10f’c +

 

 

 

 

 

 

 

 

ｴ f’cr

 

 

 

 

 

 

 

X

f’cr =

 

X =

 

 

 

 

 

 

 

 

□Yes

□No

10Required concrete proportions may be established by interpolation between strengths and proportions of two or more test records. When an acceptable record of field test results is not available, concrete proportions shall be established from trial mixtures or based upon experience or information, if approved by the Materials Engineer. Submit documentation of test records, trial mixtures or information.

Form FHWA 1608 (Rev 02-07)

Page 5 of 5

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1. You should complete the concrete mix design submittal accurately, so be mindful when filling out the segments including all these blank fields:

1608 aashto online completion process detailed (portion 1)

2. Once your current task is complete, take the next step – fill out all of these fields - Total air, Totals, Hydration Stabilizer B or D, Other, FRESH CONCRETE PROPERTIES, Theoretical unit mass Measured air, Measured slump AASHTO T, Average day strength, Signature Print Name Design in, Date, Form FHWA Rev, and Page of with their corresponding information. Make sure to double check that everything has been entered correctly before continuing!

Total air, Form FHWA Rev, and Page of in 1608 aashto online

3. The following segment will be focused on STRUCTURAL CONCRETE MIX DESIGN, CEMENT AASHTO M TYPES I IA II, WATER AASHTO M AND AASHTO T, Reclaimed water or water of, CHEMICAL COLOR PIGMENTS FIBERS AND, Admixture Type, Air entraining AASHTO M, Point Admixture, Added, Certification Attached, and Yes No Yes No Yes No Yes No - fill in these fields.

Writing part 3 in 1608 aashto online

4. This next section requires some additional information. Ensure you complete all the necessary fields - Type A Water reducing, Type B Set Retarding AASHTO M, Type C Set Accelerating AASHTO M, Type D Water Reducing and, Set Retarding AASHTO M, Type E Water Reducing and, Set Accelerating AASHTO M, Type F High Range Water Reducing, AASHTO M, Type G High Range Water Reducing, and Set Retarding AASHTO M, Type B Hydration Stabilizing, AASHTO M, Type D Hydration Stabilizing, and hours - to proceed further in your process!

1608 aashto online writing process clarified (stage 4)

5. The very last stage to submit this document is integral. You must fill out the mandatory form fields, which includes FINE AGGREGATE FP SECTION AND, Location of material source, Natural sand Blend, Sieve Analysis AASHTO T, Property, Specification, Specification, Value, Sieve, Size, Passing P, Cumulative, Clay lumps and friable, AASHTO T, and Specification, before finalizing. Neglecting to do this might lead to an incomplete and possibly incorrect document!

Stage no. 5 for submitting 1608 aashto online

As for Sieve Analysis AASHTO T and Passing P, make sure you don't make any mistakes here. Both of these are the key fields in the document.

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