july 2001 - caltrans - state of california

Chapter 6 Sampling and Testing

Section 1 Sample Types and Frequencies

6-101 General Sampling and testing materials or products and quality of work must be in strict accordance with contract specifications. Sampling and testing are of equal importance. Samplers must be familiar with materials handling and processing methods as well as contract requirements. Their knowledge of testing must be suffi cient to ensure compatibility between samples and test procedures. It is the resident engineer’s responsibility to ensure the safety of the sampler. The sampler should report any hazardous conditions encountered to the resident engineer. The district weights and measures coordinator inspects material production plants for safety in areas that the sampler will enter.

6-102 Types of Sampling and Testing Caltrans uses the following types of sampling and testing.

6-102A Preliminary Tests Preliminary tests are tests made before award of a contract. Construction personnel rarely sample for preliminary tests. Such tests are used for design purposes to provide data for the materials information package for prospective bidders.

6-102B Initial Samples and Tests Initial samples and tests are performed on materials proposed for use in the project. These tests determine whether proposed materials or products meet specifications. Construction personnel may sample potential sources. Tests may be performed by the district materials laboratory or the Office of Materials Engineering and Testing Services, (METS) depending on their respective capabilities. Soils and aggregate samples to be tested by METS must be forwarded by the district materials laboratory. Do not send them directly to METS. Sampling and testing potential source materials is not mandatory unless specified. Charge the contractor for the cost of sampling and testing potential sources in accordance with Section 6, “Control of Materials,” of the Standard Specifications. The normal time required for complete testing of potential sources is as follows:

Table 6-1.1 Time Required for Source Testing Aggregates for bituminous mixtures 2 weeks Aggregates for cement treatment 4 weeks Aggregates for concrete mixture 4 weeks Aggregates for concrete pavement 60 days Screenings 2 weeks Soils 3 weeks Untreated base materials 3 weeks

California Department of Transportation • Construction Manual • July 2001

Section 1 Sample Typesand Frequencies 6-101 General

6-102 Types ofSampling and Testing

Sample Types and Frequencies 6-1.1

6-102C Acceptance Tests Acceptance tests are those performed on materials that will be incorporated into the work. Begin sampling as soon as the material is delivered or in place. Continue acceptance testing as work progresses. Sample materials entering the work at the locations specified in the Standard Specifications or special provisions. If a sampling location is not specified, sample where the tables at the end of this section indicate. Sample products such as portland cement concrete, concrete treated base, and asphalt concrete randomly. The following table shows turnaround times required for specifi c acceptance tests a Caltrans materials laboratory performs:

Table 6-1.2 Turn Around Times for Acceptance Tests

Material( Priority tests (Work Days)

Normal tests (Work Days)

Aggregates for cement treatment (R-Value only) 5 7

Aggregates for concrete 3 7 Aggregates to be mixed with

bituminous material in the lab 10 Priority only)

Base materials, untreated 7 12 Bituminous mixture 3 7 Asphaltic emulsion 3 15 Liquid asphalt 3 15 Paving asphalt 3 15 Portland cement 12 30 Screenings 3 7

Minimum Time (Work Days)

Coating tests Expansion joint material Fencing, all types Guide posts 3 Geosynthetic fabrics 3 Geosynthetic fabrics (UV testing) 45 Metal guardrail 7 Pavement markers 4 Prestressing steel 10 Reinforcing steel and wire 2 Rubber (accompanied by manufacturers test

report) 3

Rubber (without test report) 14 Structural steel 10 Type B joint seal 7



6-102C (1) Priority of Testing Samples Mark form TL-0101s, “Sample Identification Card,” “Priority,” or “Normal.”

6-102C (1a) Priority Use the priority designation for the first few samples of each construction material and for all acceptance samples and tests of bituminous mixtures. Continue using the priority designation until the resident engineer has assurance that the material being produced is of consistent quality. Use the priority designation for samples if the material being supplied is of questionable quality or if the operation or the source of the material changes. Indicate if a preference exists for telephone, faxed, or emailed test results on form TL-0101, along with the phone number of the person who is to receive them. 6-102C (1b) Normal For tests on samples from potential sources and for samples on materials entering the work after the resident engineer has assurance that the material is of consistent acceptable quality, use the normal designation. Reports on tests with normal designations are distributed by mail.

6-102C (2) Certification of Samplers and Testers All acceptance testers require certification. No tests or samples are to be taken on Caltrans projects unless the tester is certified in the test being performed. The Quality Independent Assurance Manual covers in detail the training and certification of samplers and testers.

6-102D Independent Assurance Sampling and Testing The district materials engineer has responsibility for the independent assurance sampling and testing. See the Independent Assurance Manual published by METS for details. The district materials unit keeps results of independent assurance samples and tests. If any assurance test fails, the tester will immediately notify the resident engineer by phone.

6-102E Federal Highway Administration Samples and Tests When the project includes federal funding, a representative of the Federal Highway Administration (FHWA) may select samples or sample locations. Label the samples that FHWA directs “FHWA Check Samples,” and send them to either the district materials laboratory or METS for testing. FHWA, the district materials engineer, and the resident engineer receive copies of test results for check samples.

6-102F Special Samples and Tests Specific problems such as roadway failures, difficulty in achieving required densities, or inconsistent test results may require special samples and tests. When such material problems are encountered, contact the district materials engineer. The district materials engineer may request help from the Division of



6-103 Acceptance Records

6-104 Test Result Summary

6-105 Field Tested Material Sample Identification

Construction or METS. The unit that requests a research project will provide oversight for special investigations and sampling.

6-103 Acceptance Records Keep records of all samples and tests in the project files as permanent job records. Materials incorporated into the project, represented by failing tests, must be documented in the project files also. For more information on procedures to follow in the case of failing tests refer to Section 3-6, “Control of Materials,” of this manual. It is not necessary to secure separate samples for each project when two or more projects receive materials from the same source. File a copy of the test report with each project.

6-104 Test Result Summary Monitor acceptance testing by using form CEM-3701, “Test Result Summary.” Corrective action or retesting failing tests must be noted in the “Remarks” column of the form.

6-105 Field Tested Material Sample Identification Prepare form TL-0101, “Sample Identification Card,”adhering to the following details: • Fill in every blank space with complete information, including the quantity

and lot of the material sampled. • On the same day the sample is shipped, distribute copies as shown on the

form. • The “Location of Source” must clearly indicate the place where the sample

was obtained. • For liquid asphalts, paving asphalts, and asphaltic emulsions, include the

refinery designations and shipment number. This data is available from the certificate of compliance that accompanies the materials.

• For asphalt concrete samples, be sure to: 1. Identify the plant producing the material. 2. Include the type of mix and maximum size of aggregate the sample

represents. 3. Under “Remarks,” include the grade and source of the bituminous

binder in the sample. 4. Under “Remarks,” record the percentage of bituminous binder the

engineer designates. • Be sure that the Sample Identification Card indicates the use for which

the material is intended so that the proper tests will be performed. This is especially important for electrical conductors, since the applicable specifications depend on where and how the conductor is to be used. Without this information, the testing engineer does not know what specification to use in determining compliance.



• Indicate whether it is intended to crush oversize material or if any special blends are contemplated for potential sources of aggregate testing.

• To protect the Sample Identification Card against moisture or stains, place it in an oil and waterproof envelope.

6-106 Contractor-Requested Sampling and Testing from Local Deposits

When charging the contractor for testing local materials as specifi ed in Section 6-2, “Local Materials,” of the Standard Specifications note this under “Remarks” on Form TL-0101. The district materials laboratory will advise the resident engineer of the amount of the charges.

6-107 Shipping of Samples When shipping samples from the job to the laboratory, use the most economical mode of transportation available, consistent with the time required. Do not ship samples cash-on-delivery to METS.

6-108 Project Certification Send a materials certification memorandum to the Division of Construction upon completion of each project. File a copy of the memorandum in the job files and forward the original to the Division of Construction as soon as possible, preferably with submission of the final or semifinal estimate. Note all non-conforming materials on the memorandum, including those accepted at reduced pay factors under acceptance specifications. For federally funded projects, submit the memorandum early enough to expedite the voucher submission to FHWA. A construction engineer must sign the materials certification memorandum, a sample of which follows.

6-106 Contractor-RequestedSampling and Testingfrom Local Deposits

6-107 Shipping of Samples

6-108 Project Certification



Example 6-1.1 Project Certification Memorandum

State of California Business Transportation and Housing Agency Department of Transportation

Memorandum

To: _________________________ Date: ___________ Division of Construction File: Category 61 Attention: Progress Pay Coordinator Job Stamp:

From: DEPARTMENT OF TRANSPORTATION

Subject: Materials Certification

This is to certify that the results of the tests on acceptance samples indicate that the materials incorporated into the construction work and the construction operations controlled by sampling and testing were in conformity with the approved plans and specifications.

□ Exceptions to the plan and specifications are explained on the back of this memorandum (or on attached sheet).

□ No exceptions to the plans and specifications were found.

(signed by a Construction Engineer)



6-109 Materials 6-109 Materials

The tables on the following pages provide a guide for sampling and testing requirements. Close adherence to the sample size requirement shown in the table will prevent unnecessary delays and the expense of obtaining supplementary samples to complete tests. The sampling frequency indicated in the tables is a guide under normal conditions. Materials well within specifications and uniform in character may require less frequent sampling and testing. In the project files, document adjustments to the testing frequencies shown in the tables.



hili PORTLAND CEMENT CONCRETE. See Not;;s (8) (9) - PAVEMENT

w

~ ~

COARSE I (500 Rey.) See I ,,, AGGREGATE N:Jte (6)

227

ASTM Alkali Silica I CI293 0r Rllad:i-.ity ASTM

C1260

FINE CdcmetricTes\ 213 AGGREGATE

Mortar Sire 51'

Sand Equivalent 217

See Note (3)

AgJ-~,lle I!IJtmiu re6ulU from qualified I

lab to METS approllal

See Nota (3)

See Nd ll (2)

1 fa every 400ml , 1 pel day I min . .5&& N:lIea (1) (7). H I Recommend 1 Bcceplllnoe lest per day ~ 3

f'"o:Iuabn i5 1e6&lhan 250 nr. Con&eWlIO/$ Io06ts Ct.Ier 80

1 pa" aCOJmulalive 250 m1

I Ccf1toCl "'ETS fer liMo! approVEd r;oorce&

See Nae (2) Only if i ri ~31 teal &hlM'l ailiC31 a contamination is suspected

1 fur eYe!) 400 m' . Sel (1) [7). H~oductioni$leSi I Reoommend 1 aocep\l3noe 1e&1 per day W J

Illan 250 ml. 1 po;t" con$eCUli~ tests ""el 80

Table 6-1.3 Portland C

ement C

oncrete—Pavem

ent (1 of 3)

California D

epartment of Transportation • C

onstruction Manual • July 2001

Sample Types and Frequencies

6-1.8

COARSE & FINE Specific Gra~ity &

205.207 See NOla (3) See Nct@ (2) When aggregJll! . curee

AGGREGATE Ab6crptiCfl chol'qu . See Note (7)

Soundn8fi1 214 Sctmj mmi for Fine Ag;ragDh'l W3i~@d il durllbilil is:> SO

1 lor ev;;q 400 m~. 1 pdr day

Sieve AAalylli& 202 min. S(16 Nolft& (1)( 7). II

p"odudbn isll!6& than 250 1'T'iI. 1 pdr ocrumulalive 250 m1

FrBe;[e-Th:JN S2B See Note 4 See Ncte S

1 lor ev;;q 400 m~. 1 pdr doy

M:li5ture 223 ' fa

No! appliCltle min. Sn Nolft& (1)( 7). II

Sample musl ~ in an airtight mnbin~r

'" p"odudbn i51665 than 250 1'T'iI. 1 pdr acrumulalive 200 m1

NCflewilh 1 lor ev;;q 400 m~. 1 pdr doy II no c.,..-tiliClte d Com~ienOl! . &ampe at lIenou& Certificate of min. See Nolft& (1)( 7). II

CEMENT Propertin

3.S kg Compi:mce (See p"odudbn isle&5than 200 1'T'iI.

lea5l14 day, prior 10 use for preo,ioosly

REMARKS) 1 per acrumulalive 200 m1 \e&ted brard&. :!.S daYl 10r unteslBd brands

City water sUJ:f:lies for dcme5lic uu u&uolly

WATER Chlori::ln. 4OS.422. aea n 2· L paslic jlQ AI. FOnt d use (See N. requ ired for aC09pt:moe need not be te&1ed unle55 5U&PCCtad d high Sullal<!os 417 with lined . eeal~d Ii:!. REMARKS) (See REMARKS) chloride or !Ulfule m ntent. On-jcb-wel1s lire

to be Iftstild _. Air entraining l-L can o r pasric

Sampln mJst At. nEW 5Upplie& arrive on ~ propnriee. ASHI reachMETSal

ENTRAINING Iillaide C26El bettie of liquid . 1 kg leasll week pri'; b: job a each lime brand il

~ AGENT identifiC3tbn of p:mder charged

"" ~ Prbr to eampirg and Ift&lil"l'il. check with ~ Samples mJsl ~ WATER aaimed reachMETSal

"'ETS for brands Ihllt rmy be u!@dwhen

~ REDUCERS OR JrOP!!rtiee. ASHI l-L canofliquid . l leasll week pri~ b: P'O~y certified

0 < SET Iillaide 0494 kg of powtler ule.un1ft!1ftd

RETARDERS idantificatbn brands require S weeks prior to use

hili


ement C

oncrete—Pavem

ent (2 of 3)

California D




6-1.9

hili

'( iel::l ". See tut "..,lhod. 1 for each 4 hours productio n

Il yieid lest used rcr payment . 1 par each

CONCRETE See Nota Ie) 1200 m1, min. a 2 par mJ des ign per jcb

When te6t sp&cimen is

8 011 Penelro~on '" See ASTM c ln fabricatBd Bnd when oonsislenc), or urilamity is ues ~on3ble min2 erda

1 &~td 3 beGm& 150 Reoommend min. 2 aels pSI shifl Normally, II 900 nm (min. ) to-

Modulusd cen\erpj nt loodirg from each eel. break 1 beam 81 7 doys, 1

RupbJf'J 523 a n:l1 60~ 150 )( 610 1 eel fcr each 3,000 m1 beam Ell 10 dS)'B. am 3rd beam oe required ,

mm (min. ) for third-50'1. deaeaul aft er 10 set!. il 311 in

point looding DJIllpli3nce

~ required , min. once ev&ry 4 'MIere speocili ed lor freeze th_ re!i stll noa . .o'ir Content 504 roU!I. each time 518 is acceptance te&tirg sholl ool be len than

erfcnned OrlO8e\'8 hour

Coo. , M required \(I U lure unifo ""rt ~regole per m~ "" "kg of OOrcr8t.!. ne Slandattf

d OCIlla-eta ~ion8 , Section 1IG-6.0I

Thidtne8& 531 M required , see Standard

SpscificaI;ons, S"cticn 4G- 1.2.5

Ccrn~i 3ncs (See

PIGMENTED CURING Standard Iv< new shi~&nlro arriv& onjcb

For chbrinDted rubbsr bne type, aam~e

COMroUND Sp.cifi<c8t;ona & I-L can or each lim" brElnd i l dlang;.:l

and tsst if reI ,.-e-.iou sl~ inspected allhe spsciDI source "',"8ions\

Ncte:

(I ) r~ II qur..d f P,C,.C. h _m ~ . ou",o ;, • .do n o lho, _ .nd ""'I if b_i-oJ norio Iho<D. II_ n •• d 1_ dupl~ .. 1ho 1001 j"" Iu .... . .... DI r<a>nI , lho a:lual lool ",,"ullo mo, II<> _ .n"wo'''' Ihor.n> ~t;"'blo.

(2) 1'""" m.lori.l . ito D ... l<l<:kpl o; 6U d0Y" prio, 1<" ... .

Il) lll ke _I 53 mm ~ 3 rli nnr . 4' kerd l rli m .. ~ l H mm . ~ ke _Il g mm ~ II::r. 4-:!ID lg o l P"" II~"'" 2I ke d .. oo. lhirlm.bi<i.1 10, 1 .. 1 nu,m ... 202, :2OII ,20r, 2 11. :213, 2 \.1, 2 17. 7h, z;g ..-.:l Ol l!. (4) s... c..I farnio l n l lb. !I:iI!I", ,..nb:lllr,,ooc. _I Malori.k Eng<-<i-oJ,",,11 0lIing S .... :u lM8S~

(a ) Ccna:l d;,rr;d _ .. "'. " !>jnw , la """"", ... ~tirg p"C1IdJ .. 011 . .. 1 120 011"'""," d0Y" bot_,o inlondld ..... (I ) Fa, Ighlwoighl r:o:r<lo, . .. S1n~a"ll s~ ..-.:I 0p""irl 9"",iro.. (11 ""'.., ~rio, 1 .. 1 , __ ul> o",~~ .. ond ",.lori.I_,..,bad tril_"" ""mpasilion,,, r-. d 2 \g[1o. ~ .... rb, " 1 .. lirlr llCDOpI..-aor....1 .. qu i omom. fa lIrio moloriol. Arlj_br I_ lOlling " "l u"",,"," , Mil II<> cb:lImon'od ,,~'" pr oj;cl ll ... (I ) r-b o;I.;dr.tO:t .. fa cano .. ,......" lOl l ba m:do""". d a n ,h. ",,"uh or Co lfer". I .. , ~b 0 lB.

(' ) s...CoIIOlni:! , .... lb. 12I:> fa "",.:Ii-oJp' ooodrw..


ement C

oncrete—Pavem

ent (3 of 3)

California D




6-1.10

PORTLAND CEMENT CONCRETE. Son Note! (6) (9) - BRIDGES & MAJOR POTENTIAl STRUCTURES (R.e.B .. p.e.c Areh CuIvM', Retainirg Wells) SOURCE TESTS ACCEPTANCE TESTS

MUERlAL OR SAMPLE SIZE & TIME OF PRODUCT TEST FOR TEST NO. CO NTAiNeR TYPE SAMPliNG FREOUENCY OF SAr.lPliNG REMARKS

LA Rattler COARSE (500 R:(~)SU '" See Not9 (3) Se. NOie (2)

AGGREGATE Nota 6 1 f~ every 400 1Tl' , 1 per day

Cleannns lIalue 227 min. SaeNo:tu (I )(1). H Recoll'1mend 1 acoeplan.ce t •• t per doy proouc1ion ;&1;;.:;, !han 250 m1, 1 W 3 consecutive tests over BO

per accumulative 250 m1

ASTM Ag]I<)g;:.l\e producer

Alkali S ilica C I29301 submits c"rt~ied "" t Contact METS for lisl cf opproved

resull'3 from qualified Re:Jctivity AS7.

lab to MElS fof Sct.lfOli5

C1260 opplD'Illl

FINE Colcmelric T ul '" See Nole (3) See Nole (2) Only W inilial test sllawto critical 0

AGGREGATE contamination il $USj"AClO!d

Matar Strelg\h '" w

~ 1 fof eYflry 400 m' , S ea Notet.

~ Sand Equivalent '" ( 1) (7). If prooiuction i!o len IMn Recolllmend 1 acoepl:mce 1851 per day

~ 250 m' . 1 pet accumulative 250 W 3 consecutiva te5ts over 80

m' Dumbi!" ",

COARS E & Specific Gravity & When e97*g3t8 KlUtee

FINE 200.207 See Nole (3) Sea Note (2 ) AGGREGATE

Absorption changes. See Note (7)

Soundnen '" Swndnel!/j for Fin" Arnr8g:lle waived i

dUr:lbil~ is> 60

1 fof ewuy 400 rrfl , S a" Notas

Sillve Analysis '"' (1) (7). If prooiuction is Ian Ihan

250 m' . 1 par accumulativll250

'" Frame-Th:rw '" See Notll (4) Sea Note (5)

1 fa- avery 400 m' , 1 par day

hioi,\ure 223 &IOf

Not a pplica ble min .SeeNctes ( l J (1). W

Sample IflU'\ be in an aif1ight container ", production i, IEI6s !han 250 m' , 1

per aa:umul3live 250 m'

hili


ement C

oncrete—(6) B

ridges and Major Structures

(R.C

.B., P.C

.C. A

rch Culverts, R

etaining Walls) (1 of 3)

California D




6-1.11

hili None with 1 fer eve!) ~OOm . 1 pM day W no Certificate of Compliance. ~ample

CEMENT Various

"kg Certificate of min. Sn Nctes (1) (1), W at le3st 14 days pI br to use for

Propertiat. Compliance (SM production is less Ihan 250 ml, 1 previau\ly 1&5bld bronds, 35 d3~ for REMARKS) •

, untested brands

City water suppl iss let dOll1I1StiC use

WATER Chiorklea. .01 05. 422. lean 2· L plntic jug At point of use As required fa acceptJnoa (Sell usu~lIy need not be tesl&d unlan

S!JfalaS ." with lined. naiad lid (See RE MARKS) REMARKS) auspeCl8d of hgh chloride Cf sul/at& content, On'-OO·_II .. aIV \0 bet<)sted

"R Ai r entraini ng 1-l can Cf pbstic Samplaa Ir/Jst

ENTRAIN ING p~rtjn. AST. bettie 011 quid, 1 kg rllso:h METS at As new supplies 00;"11 on!hll job

chbride C2ro least 1 week prior or each lime bfood is changed • AGENT a powder w idenlifieoticn 10 ul<! • Prior to sampling and lUling . che ck 0 Samplu II'Alst ,

WATER Cbimed re ach METS at with METS for bfands lhat may b~ und

• REDUCERS pn:pertin, AST. 14. can of ~quid, 1 leasl 1 week prior when pn:perty certified

0 < OR SET ehbride "'94 kg of powd ilr to uu. unt .. ,~

RETARDER idenliflC:rtico brands require 5 _ks prio< \0 us ..

SM IlilSt r18Ihod. As neoan:uy to anura accUf3C

Yi~ld '" Sw Note (S) SeeASTM CI12 cf lIit design; min. 2 per «>eh

CONCRETE mix dugn

When leslspecimen is

Ball Penel r:rtion '" fabricated & WhM CCI1 ~ i<.tMCY 0 un ifonnity is questionabf8. min. 2

p~r day

Skimp ASTM Concrete placed under W3ler. 5831 C143 ooutM

1 nib" 8 pplOllima lely ~~~ry 2S

1 set of 125 . 250 rr? concrete Or as ,,-,qu ir~d lor

Fa lrial batch • . SM Standard Cornpreniwo AST.

IM1 cylindill"$ for S ... ASTM CI12 acoaptance. Min. 1 ~I per.Pb S~iQn. ~ job spOicial prQVilicoa

S ... rgth C112.540 each lesl

and class of concrete for .ach and Section 6-3 cf this manual

d3~ prod udon of critic:M structural element.

Min. coc ........ ry 4 houri of Where air is specniad for freeze-th_ Air Content ". productico 300 when lasl

lliI5istanc •. a min, of 1 per «>eh 25 nl s ~mens ara fabricated

Coa~e IV. raq uired to assure unifol'Tllity tggreg3le per m' '" cf c(mcra", . ... Sland8fd

of concrete Speciflc8tions. Sectico 9J


ement C

oncrete—(6) B

ridges and Major Structures

(R.C

.B., P.C

.C. A

rch Culverts, R

etaining Walls) (2 of 3)

California D




6-1.12

! E

t • "! • ! • i j , ~

" 1 • , , : • j ~ • ! , 1

, j i

j .~

I

t { 'i

• •

Table 6-1.3 Portland Cement Concrete—(6) Bridges and Major Structures (R.C.B., P.C.C. Arch Culverts, Retaining Walls) (3 of 3)



hili FORTLANDCEMENT CONCRfTE MISCELLANEOUS CONCRETE. Seil POTENTIAL Netas (6) (9) (10) &lURCE TESTS ACCEPTANCE TESTS

MATERIAL OR SN.t='LE SIZE & TIllE OF

PRODUCT TEST FOR TEST NO. COIHAIIER TYPE S",",PLING FREOUENCY OF SAAFliNG REMARKS LA Roilier

COARSE (500 Rev.) Su 211 5&" NOIe (3) See Noti! (2) AGGREGATE Note (6)

1 !of e ..... ry '100m , 1 per day min.

CIOo3nnil!6 valuil 227 Sea NOt8& (1) (1). N production is Recommend 1 accepl.1nce \asl pM day if

IE6S then 29) InJ, 1 per 3 con$8CU1Pve lest over 80

. ",", '

FINE Cdomelric TIIs! 21J SlIa Note (3) See Noti! (2) Only if in~i31 teslsha.YS critical or

AGGREGATE cont!lmination I; fiUfipBcted

M0ft3r Strength 515

1 for 8'181)1 400 ml, See Neta, (1) Recommend 1 accepl.:lnoa 1E61 per day if

Saoo EquiYalani 217 (7). If production is leu than 250 3 con&ecutiwl Issts aiel 80

~ I!ll , 1 per acctJJJlulaliw 250 m1

~ w DUfsbility

" 229

0 COARSE & Specific Gravity& When aggrega\9 SOlKee change5, 0 FINE 206,207 S~~ Not~ (3) S~~ N ot~ (2) < Ab$~pti:m SIlo!:I Not, (7) AGGREGATE

Soondne~ 21' Soundn~n for Fine Ag;jregate W;)iv~d if

dumbility is :> 00

1 for avalJ 400 m' , Saa Netu (1) Siave An!llysis 202 (7). If production is 1~~5 than 250

I!ll . 1 per acctJl!lulaliYe 250 ml

Fraeze·Thaw 529 Sea Nota 4 Sea Nota 5

223 &Ior 1 for awry 400 m' , See Netu (1)

Moisture ". Not appl i:::s ble (7). If production it leu than 250 Sample must be in an ainght C"OfIt!Iiner .,1. 1 per scctJI!lul3liYe 250 ml

NooeYliIh 1 for each 400 m u!o!!d. 1 per W no certificate of Compli3nce. sample 31 CEMENT Various 3.Skg Canmcala cI day min .. 2 per d:yy m3IC. SIlo!:I le3s114 dayl poor 10 uselCf pravbusly

Sea Nete (6) Properties Comp~anOlJ (Sa9 Note (1). Sea Sadion 6·2 of this ta~lad brands. 35 days for unt~fit9d REMARKS) manu3i "'''',


ement C

oncrete—M

iscellaneous Concrete (1 of 2)

California D




6-1.14

S3~ niXII~a'V

~ L--L ________ L-__________ ~

• i • • f • f , ] • i 1 I ! ~

i • ~

.•

Table 6-1.5 Portland Cement Concrete—Miscellaneous Concrete (2 of 2)

California Department of Transportation • Construction Manual • July 2001 Sample Types and Frequencies 6-1.15

Tabl

e 6-

1.6

Hot

Mix

Asp

halt

Mat

eria

l Acc

epta

nce

Table 6-1.6 Hot Mix Asphalt Material Acceptance (1 of 4)

Mat

eria

l or P

rodu

ct

Test

Te

st N

o.

Sam

ple

Size

Con

tain

er T

ype

Loca

tion

for

Sam

plin

g Sa

mpl

ing

Freq

uenc

y Te

stin

g Fr

eque

ncy

Com

men

ts

HM

AA

ggre

gate

Gra

datio

n1

(Sie

veA

naly

sis)

CT

202,

CT

105,

La

bora

tory

Pro

cedu

re 9

Com

bine

dtw

o 20

-lb.

canv

as b

ags2

-or-

Bat

ch 4

0 lb

s.(p

ropo

rtion

ed

per b

in p

erce

ntag

es)

HM

A p

lant

1

for e

ach

750

tons

, 1 p

er d

ay

min

imum

Pro

duct

ion

Sta

rt-up

Eva

luat

ion.

For S

tand

ard

or M

etho

d pr

oces

s: M

inim

um 2

per

day

of

pav

ing.

For

QC

QA

pro

cess

: 1

rand

om fo

r eve

ry 3

,750

tons

of

pav

ing

San

dE

quiv

alen

t C

T 21

7 H

MA

pla

nt o

rbe

fore

lim

etre

atm

ent

1 fo

r eac

h 75

0to

ns, 1

per

day

m

inim

um

Pro

duct

ion

Sta

rt-up

Eva

luat

ion.

For S

tand

ard

or M

etho

d pr

oces

s: M

inim

um 2

per

day

of

pav

ing.

For

QC

QA

pro

cess

: 1

rand

om fo

r eve

ry 3

,750

tons

of

pav

ing

LA R

attle

r(1

00 R

ev.)

CT

211

Com

bine

dtw

o 40

-lb.

canv

as b

ags3

-or-

Bat

ch 1

60 lb

s.(p

ropo

rtion

ed

per b

in p

erce

ntag

es)

HM

A p

lant

or

befo

re li

me

treat

men

t

1 fo

r eac

h 75

0to

ns, 1

per

day

m

inim

um

Pro

duct

ion

Sta

rt-up

Eva

luat

ion

and

min

imum

1 ra

ndom

for e

very

50,

000

tons

or

less

of p

avin

g

LA R

attle

r(5

00 R

ev.)

CT

211

HM

A p

lant

or

befo

re li

me

treat

men

t

1 fo

r eac

h 75

0to

ns, 1

per

day

m

inim

um

Pro

duct

ion

Sta

rt-up

Eva

luat

ion

and

min

imum

1 ra

ndom

for e

very

50,

000

tons

or

less

of p

avin

g

Per

cent

of

Cru

shed

Par

ticle

s(C

oars

e)

CT

205

HM

A p

lant

or

befo

re li

me

treat

men

t

1 fo

r eac

h 75

0to

ns, 1

per

day

m

inim

um

Pro

duct

ion

Sta

rt-up

Eva

luat

ion

and

min

imum

1 ra

ndom

for e

very

50,

000

tons

or

less

of p

avin

g

Per

cent

of

Cru

shed

Par

ticle

s(F

ine)

CT

205

HM

A p

lant

or

befo

re li

me

treat

men

t

1 fo

r eac

h 75

0to

ns, 1

per

day

m

inim

um

Pro

duct

ion

Sta

rt-up

Eva

luat

ion

and

min

imum

1 ra

ndom

for e

very

50,

000

tons

or

less

of p

avin

g

Fine

Agg

rega

teA

ngul

arity

AA

SH

TO T

304,

Met

hod

A

HM

A p

lant

or

befo

re li

me

treat

men

t

1 fo

r eac

h 75

0to

ns, 1

per

day

m

inim

um

Pro

duct

ion

Sta

rt-up

Eva

luat

ion

and

min

imum

1 ra

ndom

for e

very

50,

000

tons

or

less

of p

avin

g

Rep

ort o

nly.

D

o no

t use

test

resu

lt fo

rac

cept

ance

Flat

and

Elo

ngat

edP

artic

les

AS

TM D

479

1 H

MA

pla

nt o

rbe

fore

lim

etre

atm

ent

1 fo

r eac

h 75

0to

ns, 1

per

day

m

inim

um

Pro

duct

ion

Sta

rt-up

Eva

luat

ion

and

min

imum

1 ra

ndom

for e

very

50,

000

tons

or

less

of p

avin

g

Rep

ort o

nly.

D

o no

t use

test

resu

lt fo

rac

cept

ance



Not

es:

1 W

hen

usin

g R

AP

, adj

ust g

rada

tion

by th

e co

rrec

tion

fact

or d

eter

min

ed in

Lab

orat

ory

Pro

cedu

re 9

. 2

Sto

re o

ne 2

0-lb

. can

vas

bag

for d

ispu

te re

solu

tion.

3

Sto

re tw

o 40

-lb. c

anva

s ba

gs fo

r dis

pute

reso

lutio

n.

6-1.16

Tabl

e 6-

1.6

Hot

Mix

Asp

halt

Mat

eria

l Acc

epta

nce


Mat

eria

l or

Prod

uct

Test

Te

st N

o.

Sam

ple

Size

Con

tain

er T

ype

Loca

tion

for

Sam

plin

g Sa

mpl

ing

Freq

uenc

y Te

stin

g Fr

eque

ncy

Com

men

ts

HM

A M

ix

Moi

stur

eC

onte

nt

CT

370

10 lb

s. s

eale

dm

etal

con

tain

er

Loos

e m

ixbe

hind

pav

er

Pro

duct

ion

Sta

rt-up

Eva

luat

ion,

one

per

proj

ect

Pro

duct

ion

Sta

rt-up

Eva

luat

ion

and

min

imum

1 p

er p

roje

ct

durin

g pr

oduc

tion

Sam

ples

sho

uld

be te

sted

with

in

1 ho

ur o

f sam

plin

g.

Asp

halt

Bin

der

Con

tent

C

T 39

7or

CT

382

140

lbs.

card

boar

dbo

xes1,

2

Loos

e m

ixbe

hind

pav

er

1 fo

r eac

h 75

0 to

ns, 1

pe

r day

min

imum

Pro

duct

ion

Sta

rt-up

Eva

luat

ion.

For S

tand

ard

or M

etho

d pr

oces

s:

min

imum

1 ra

ndom

per

day

. Fo

r QC

QA

: min

imum

1 ra

ndom

fo

r eve

ry 3

,750

tons

of p

avin

g

Sta

bilit

y C

T 36

6 Lo

ose

mix

behi

nd p

aver

1

for e

ach

750

tons

, 1

per d

ay m

inim

um

Pro

duct

ion

Sta

rt-up

Eva

luat

ion

and

min

imum

1 ra

ndom

for e

very

10,

000

tons

of

pav

ing

Max

imum

Theo

retic

alD

ensi

ty

CT

309

Loos

e m

ixbe

hind

pav

er

1 fo

r eac

h 75

0 to

ns, 1

pe

r day

min

imum

Pro

duct

ion

Sta

rt-up

Eva

luat

ion.

For S

tand

ard

or Q

CQ

A p

roce

ss:

min

imum

1 ra

ndom

test

pe

r day

of t

estin

g

Test

ing

Freq

uenc

yca

n be

mod

ified

per C

T 37

5, P

art 5

D-5

Air

Voi

dC

onte

nt

CT

367

Loos

e m

ixbe

hind

pav

er

1 fo

r eac

h 75

0 to

ns, 1

pe

r day

min

imum

Pro

duct

ion

Sta

rt-up

Eva

luat

ion,

and

min

imum

1 ra

ndom

for e

very

25,

000

tons

of p

avin

g

Voi

ds F

illed

with

A

spha

lt La

bora

tory

Pro

cedu

re 3

Lo

ose

mix

behi

nd p

aver

Pro

duct

ion

Sta

rt-up

eve

ry 2

5,00

0 to

ns.

Pro

duct

ion

Sta

rt-up

Eva

luat

ion,

and

min

imum

1 ra

ndom

for e

very

25,

000

tons

of p

avin

g

Rep

ort o

nly

if th

e ad

just

men

t for

as

phal

t bin

der c

onte

nt ta

rget

valu

e is

less

than

± 0

.3%

Voi

ds in

Min

eral

Agg

rega

te

Labo

rato

ryP

roce

dure

2

Loos

e m

ixbe

hind

pav

er

Pro

duct

ion

Sta

rt-up

eve

ry 2

5,00

0 to

ns.

Pro

duct

ion

Sta

rt-up

Eva

luat

ion,

and

min

imum

1 ra

ndom

for e

very

25,

000

tons

of p

avin

g

Rep

ort o

nly

if th

e ad

just

men

t for

as

phal

t bin

der c

onte

nt ta

rget

valu

e is

less

than

± 0

.3%

Dus

t Pro

porti

on

Labo

rato

ryP

roce

dure

4

Loos

e m

ixbe

hind

pav

er

Pro

duct

ion

Sta

rt-up

eve

ry 2

5,00

0 to

ns.

Pro

duct

ion

Sta

rt-up

Eva

luat

ion,

and

min

imum

1 ra

ndom

for e

very

25,

000

tons

of p

avin

g

Rep

ort o

nly

if th

e ad

just

men

t for

as

phal

t bin

der c

onte

nt ta

rget

valu

e is

less

than

± 0

.3%

Moi

stur

eS

ensi

tivity

C

T 37

1 A

dditi

onal

150

lbs.

seal

ed m

etal

cont

aine

r

Loos

e m

ixbe

hind

pav

er

Pro

duct

ion

Sta

rt-up

3 , one

per

pr

ojec

t

Onl

y fo

r QC

/QA

pro

cess

: Pro

duct

ion

Sta

rt-up

Eva

luat

ion,

and

min

imum

1

per p

roje

ct d

urin

g pa

ving

. R

epor

t Onl

y. D

o no

t use

test

re

sult

for a

ccep

tanc

e

Not

es:

1 N

eed

twel

ve -

8X8X

3 bo

xes

or e

ight

- 8½

X8½

X4½

box

es. S

tore

six

- 8X

8X3

or fo

ur -

8½X

8½X

4½ fo

r dis

pute

reso

lutio

n.

2 Fo

r Ope

n G

rade

d Fr

ictio

n C

ours

e, 4

0-lb

s. s

ampl

e si

ze a

nd u

se m

etal

con

tain

ers

in p

lace

of c

ardb

oard

box

es.

3 C

ontra

ctor

shi

ps 7

5 lb

s. to

dis

trict

mat

eria

l lab

orat

ory

for t

estin

g, a

nd 7

5 lb

s. to

ME

TS fo

r tes

ting.




Tabl

e 6-

1.6

Hot

Mix

Asp

halt

Mat

eria

l Acc

epta

nce

Mat

eria

l or

Prod

uct

Test

Te

st N

o.

Sam

ple

Size

Con

tain

er T

ype

Loca

tion

for S

ampl

ing

Sam

plin

g Fr

eque

ncy

Test

ing

Freq

uenc

y C

omm

ents

Asp

halt

Rub

ber

Bin

der

Sta

ndar

dS

peci

ficat

ions

Sec

tion

39-1

.02D

Sta

ndar

dS

peci

ficat

ions

Sec

tion

39-1

.02D

1 w

ide-

mou

th

quar

t can

A

spha

lt lin

e at

HM

A p

lant

1

per b

atch

,1

per d

ay

min

imum

Pro

duct

ion

Sta

rt-up

Eva

luat

ion

and

min

imum

1 ra

ndom

per

5 s

ampl

es

Asp

halt

Mod

ifier

Sta

ndar

dS

peci

ficat

ions

Sec

tion

39-1

.02D

AS

TM D

445

,A

STM

D 9

2,A

STM

D 2

007

1 w

ide-

mou

th

quar

t can

S

ampl

e po

rt on

tank

er tr

uck

Eac

h tru

cklo

ad

1 ra

ndom

per

pro

ject

Cru

mb

Rub

ber

Mod

ifier

Sam

plin

g an

dTe

stin

g C

rum

bR

ubbe

r Mod

ifier

Labo

rato

ryP

roce

dure

10,

C

T 20

8, a

nd

AS

TM D

297

CR

M S

crap

Tire

two

2.5-

lbs.

gal

lon

zip

lock

bag

sC

RM

Hig

h N

atur

al

two

2.5-

lb. g

allo

nzi

p lo

ck b

ags

CR

M b

ulk

bag

Eac

h tru

cklo

ad

1 ra

ndom

per

pro

ject

Mat

eria

l or

Prod

uct

Test

Te

st N

o.

Sam

ple

Size

Con

tain

er T

ype

Loca

tion

for S

ampl

ing

Sam

plin

g Fr

eque

ncy

Test

ing

Freq

uenc

y C

omm

ents

Tack

Coa

tA

spha

lt B

inde

r

Sta

ndar

dS

peci

ficat

ions

,S

ectio

n 92

Sta

ndar

dS

peci

ficat

ions

,S

ectio

n 92

1 w

ide-

mou

th

quar

t can

S

pray

bar

on

dist

ribut

or

truck

E

ach

truck

load

1

rand

om p

er p

roje

ct

Tack

Coa

tA

spha

ltic

Em

ulsi

on

Sta

ndar

dS

peci

ficat

ions

,S

ectio

n 94

Sta

ndar

dS

peci

ficat

ions

,S

ectio

n 94

1 ga

llon

plas

ticju

g S

pray

bar

on

dist

ribut

or

truck

E

ach

truck

load

1

rand

om p

er p

roje

ct



hili

LEAN CONCRm BASE, SQQ Nota (2) POTENTIAL SOURCE TESTS ACe EPT ANCE TESTS

MATERIAL OR SAt.FLE SIZE & TIKOF FREOUENCYOF PRODUCT TEST FOR rEST NO. CONTAINER T'I'PE 3AMPUNG SAMPUNG REMARKS

45 kg for aggregal9 MaiO/rials sitt! or samp B Of gaen_ l :lW

Sand Equival3n1 217 qualification stockpilg lonnIE or 1500 m~. Soo

AGGREGATE. Note (1) Sieve Analysis 202. I Ds ComprGssive strgnglh of laoorntOfY mixtures. 548

r9commgnded min. esmont

conlon! _I'IOn9Wnn no l..9ruUC8IO or _l..omp lanca, S<lmp 9 at

CEMEIlT Various 3.5 kg Certificate of Each 100 tonnes of least 14 days before use for previously Properties Complia nca ~~99 IAIment, 2 pgrday max, tltsled brands, J5 days for untQStad

REMARKS brands City watlJf suppliQS for domgstic USQ negd

WATER Chlorid9s, 405, 422, CIGEln 2-L plastic jug AJ. point of use As raquirgd for accaptanc not be tesilld unlQSS suspgc\Qd of high Sulfates 471 w~h lined, sfIillgd lid (599 REMARKS) (S09 REMARKS) chloridg or sulfate contgnt On-th9-job

wells 3r9 1o be tQStad

AIR Airentraining I-L can or plas1ic

~ ENTRAINING properties, ASTM botte of liquid . I kg

Samples must

AGENTS chloro& C260

of powder r9ach METS at As ngw supplies arrive on Prior to sampling and tasting. contact

~ identificat ion least 1 WQek poor METS for bfaflds which may be usad prior to use, untested

the job or each time brand to sampling and testing when properly

~ is changed

51 WATER Claimed brands r9q uir9 5 e&rtdiad

REDUCERS properties. ASTM l -L can of liquid. 1 kg weeks prior to use

OR SET chlorog C494 of powder R£TARDERS identificat ion

Table 6-1.7 L

ean Concrete B

ase (1 of 2)

California D




6-1.20

• g

"

E • 0

8 ~

0 w ~ w " ~ ~ u

0

8 • ~ U 0 z • 0 u

! ! ! ,

I , ~ , i • • ! ~ ~ ! • I ~ • • I !

Table 6-1.7 Lean Concrete Base (2 of 2)



f~ CEMENT TREATED BASE ROAD MIX OR PLANT MIX,See Note (2) POTENTIAL

SOURCE TESTS ACCEPT "NeE TESTS

MATERIAL OR SAM PLE SIZE & TI ME OF FREQUENCY OF

PRODUCT TEST FOR reST NO. CONTAINERTYPE SAMPLING SAMPLING REMARKS R-Value (with & ." 45 l.:f1 for a~re9Jte Material$ d:e or

Cbre B Cflly AGGREGATE 'IIiIhoolosment qualification 5tockpile

Ccmpre6Give

'" Class A Siren h

1 ~amplefor 900112750 Minimum 1 acoe;plance les\ pe r project on

Sie'll9 Anal~i5 202, 105 tonnes or 1500 m1, See Note(1 )

!Omallsr projects

Sand Equivalent 211 Ccmpra6Give

'" 51',& Califomi!! Tast Soia Secticn 4-27 of Ihis

OOMPLE TED MIX SIren h 312 Pmt II manual

See Califomb TEoSI As necessary lor

Use min. of 1 persco fulllim& duril)J lull-time C4imenl TIlr3tion '" accepl:lnOB(See

338 Part I REMARKS} opera tion

Relative :l12.216, 1 5amplelCf 930h2150

IOAn0i5 or 1500 m1, See Compaction '31 Note (1)

Th~kneM As necessary lor

informalion None w~h

II no CertifiC:!lte of Compliance, 5ample at Varou& Cert ifH:::!lle of Each 100tcnnesofcemenl CEMENT

Propertie& 3.51q;j

Ccrnpli:lnce (See 2 per day max. ' least 1'1 days bem U60i fa previously Ie5ted

REMARKS ) brand&. 35 day& lor untested brand'):

City water &uppliu Ia- dom;;&~c u&e nead not

WATER Chbrides. 405.422, Clean 2-L plnli:: jug At FOint 01 use (See As required lor acceptance betnl6d unle56 su&pecled d high chloride or Sulloles .11 wHh lined. sea led lid REMARKS ) (See REMARKS) sullate C«1l6rrt. On-the-job well'): ere 10 be .,,"

Nona w~h In aa:ordance Cert ifiC:!lle 01 wHh &pecial Ccrnplience. II no

LlQUIDASPHALT provisons & 1-l can CertifiC:!lte 01 Each Shipment

'''''''''' Complianoe. then Specifications Irom slDragetank d

distributor truck NOie.

(I ) H .... r .. i>! il ~rifam and _ U ... i1hin I pociIi::alOofl Iml ... "'" hq.",nq' is do~ 10 1 pot d..,. un .... SCllrce i. eh ....... d. Adj .. un ...... to ~"g ""'=tU"-':;'1 .hlll bedxtlmmed in Iho pojoel fim.

(2) S .... C.llo"; .. I e!SI Nt!. 126'0. ""1,11'9 p""""'u~,.

Table 6-1.8 C

ement-T

reated Base R

oad Mix or Plant M

ix

California D




6-1.22

ASPHALT TREATED PERMEABLE 8ASE (ATPB), See lIote(1)

205

211

'l27

ASPHALT 1-l can

COMPLETED MIX AsphaHContent 1310,362 Two l -L cans

CEMBH TR~TED Pt;:RM£ABLE BASE (CTPBl

AGGREGATE Grading 202 See Note (2)

(l('- Rattl:~l 500 Rw. 211

CleannsssValue 'l27

CEMENT Vario us tests 3.5 kg

WATER Chlorides, 405, 422, Clean 2-L plastic jug Sulfates 417 with lin~1. sealed lid

Note: (1) see Cllllofnfll re~t No. 125 !Of samptng ~fer;.

(2) 305 t<iJ CI 0.30 m NJ. 19 trrn l NJ. 4. Tnls m!l~tlal rot 1E!61 fl Hrt>tf 202, 211 ma221.

(3) From Jl\l1B~at SlteOt ' to: kj:ll1 8) Ill)'li pdor 10 use.

of Dfledaily

See Note (3) I ~_n~.~r (G u~(~ I productioo, See Note 4

une or eac~ 'I noUfS 01

I orolluctioo See Note (4i I Kecommeno -a~~.ance leSl .p;!r Day I

3 consecutive test OWl" BO Nonewilh Ones for (Gch tOO tonnes,

Certificate of Com lianCG 2 per day max.

City water supplies for domeslic use need /JJ. point of use As I'9qu il"9:l for acceptanCll not be tested unlsss susl'9cted of high

(See REMARKS) (See REMARKS) chlOfide or sulfate content On-the-job wells are to be lested

! (.) fob lIIjurn::t ~ P.C.C Iromsames::utll l5 ltiIld III other oaQrk am H.I to teng rm::te th3a No n~ 10 Ilupt:aT.; the ~t JU!oIItJ the sake Dr ra;rrd. The al;lu3l le5t fl'l5ultsmsr bEl ltiIld anr&f1ere thlY8fe awlt:atle.

Table 6-1.9 A

sphalt-Treated Perm

eable Base (A

TPB

)T

able 6-1.10 Cem

ent-Treated Perm

eable Base (C

TPB

)

California D




6-1.23

hili

MISCELLANEOUSMATERIALS, See !lotoP) POTENnAL ACCEPTANCE TESTS

AGGREGATE BASE I Parttles <0" sample;;, ~'~~"'~;I~ ~~ ... ~~~ I Minimum 1 accaptanca test per project

Sievg Anat~is 202 25 kg for control samples

Ournbility InooK 219

R-ValuQ 30'

Sand Equivalent 217

Moistura 216

15 kg accaptanco Dimensions

Sievg Anaf~is 202 "kg Matgrias sila or Wrym~5~~~Of~.;; (-~j . ..Jtl Minimum 1 accgptanca test P9T project stockpile

R-ValuQ 30' Ewry 2500 toones or

m' , See Noles (1) (2) .~_ . c

_ __ ___ • c

Sand Equivalent 217 I ""_,--'c, .

15 kg accaptanC9

(1) 11 IOalenal IS IJ1Ktfm mol 'liEU"IHnln spocnt::aum 1IR1IS. 1M neqJOO':f' IS 00Cf00SE.<l1O 1 pef Oar lJ1~ &o:llfCEllS crorgeo. AI:IUSIfw.flIS 10 IE!surg II1!qOOJl:!€15 sMIl 00 O'X:U1lenled n me prqecl nl«6.

(2) R ·V~U9 a/lrg may bII ""11m::! \Ih'in lilit IEClIrdt; IB1Jcn5lrata lhat 1I1J1IIna hom 1I'sIiaIl'1aIiOUrC8, mO havllg CD11~lja !Jilling md saJl'JIIIUMISlI y.jIJ!I!i, Il&iIS lIB mln mll1l R·va lle reqJlJIlmtln l!;.

(3) SefI callum r~ I't!, 125 foI 53'11~lrg pmc!'!Ourf!l'ii

Table 6-1.11 M

iscellaneous Materials (1 of 6)

California D




6-1.24

(1) Not to IJo:J lI5e(J 'til Ihlllll"tl ttaatrnent or ",C ~9:I""9l1e5.

(2) sea Dalttur1a TEl!>l t-k1 1"25 til 58l1111rg plOClldUl!6.

hili

Table 6-1.11 M


California D




6-1.25

MISCELLAN EOUS MATERIALS, See Il ole (2) POTENTIAL SOURCE TESTS ACCEPTANCE TESTS

MATERiAl OR SAMPLE SIZE & I LU¥~~U;FU; FREQUENCY OF PRODUCT TEST FOR TEST NO . CONTAINER TYPE SAMPliNG SAMPLING

z~ LIQUID Vaoous _ None v.lih

gm ASPHALT Properties 1-1 CAN Certificate of Each shipment

IP Comnliance

t;;~ SAND

Materials s~e or As I)9C9ssary for ijj~ Sigyg Analr.;is ,"' 2.5 kg ~

stockpile aCCGptance

PAVING Vaoous Asphalt 1-1. can, Ilone v.;th

ASPHALT Properties Emulsion 2-L plastic Certificate of Each shipment lua Comnliance

LIQUID ASPHALT. Binder

3'" ASPHAlTIC Distribution 00 EMUlSIOrl

~ SC REENINGS LA Rattler 211 2S kg Stockpile As n9CQssary for 00 aCCGptance 00 %Crushod ::> '05 0 PartidlE z

" Sieve Anal -s 202. 105 Tv.;ceda il

::> Film Stripping AS n9CQssary lOr

t: 3"' m aCCGotance

Cleanness Value '27 Once dailv

SEAL Sand Equivalent 21 7 12.5 t!Q Stockpile As n9CQssary for

aCCGptance AGGREGATE Si9YQ Analr.;is ,"'

Film Stripping 3"' Durnbil~y Index '29

SOLID OR SEMI SOLID In accoroance

AIR REFIIIJEDASPHAlT v.ith SrlNldard 1.5 kg Barrels or saclos Each 29 barrels or sacks Sp9rifications

PERrilEABL£ MATERIAL Sigyg Analr.;is ,"' 70 KG Stockpile 1 daily or as required for

3CCGptance

Durnbility Index '29 If inHial source manglE 01 ng.y source dellQl";;"ed

Sand Equivalent 217 1 daily or as required for

3CCGotance

Table 6-1.11 M


California D




6-1.26

STRUCTURE BACKFILL Si9'Y9 Analysis 202 25 KG Materials sita rgquirad

Sa nd E uiva lent R",I",liv",

rgquirad Quarry or weighing IS .. SLOPE PROTECTION

300 x:!aO mm 1 each lot

ASPHALT PLANK

BARBED WIRE 1 m length Each 50 rolls Of fraction

Each lot

(I ) Re!;ldoot engoo.u Ifl3)' !EC8p1 m IIle HI> d vt>ua elCHlllrobm ~!J'/tled tile 8ClJll:llnas IllOIInlr iUfI!h9d ti lll1ll1' mll~3'1J1 toU'ld 10 btl ti!llsb dorr vmef Ihe I'1Jflflll 5!f11~lrg and I8!;hng ~ooalilleli 01 IhB O~a1mml PlOOII rIlO>IWlI mgllBE!( t; wrllB1 ~~!J'/'iIlln lIIe p-o)ld no. (2) see Dallbr1 n Ta;! It). 125 lOr ' 1t'lIj:llrg pJOCOO~r<6.

hili

Table 6-1.11 M


California D




6-1.27

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MISC I;UAtI ~OUS MAT~RIALS POTENTIAl SOURCE TESI::i ACCEPTANC~ ITS'

MATERIAL OR I I, SAMPLE SIZ~ 8. ''''i';;:2'~~ U" ~REaUENCY O~

I CONT AI N E R TYPE SAMPLING SAMPLING REMARKS ..... - • • - . . ............. .<...

10 full SIZQ ~1l"~111UI uum; "'''''u ... uu,''''

CHAIN LltiK ~ENC ING 0.6 mwidlh Ead150 rols Offraction

CQNCRETEAND CLAY Contacl METS for Contad METS for PIPE inslructions inslructions

JO INT ~ILLER 150 mm long full Each 100 m2 not lesslhan EXPANSION width of shoot 2 por shipmont

ELECTRICAL 2 oach 75 mm long . Each typ9 each 101 CONDUCTOR indude markings V U 11i 1I<l1I1,;IO I !.I UIIYUIUI :lVW V1,;i.

300 mm length from Each 5CXl Iengths or Sample and test ~ not prnvioosly GALVAN IZED PIPE Imch end of klnoth fradon inspectsd allho sourca

1 piece. 1 m x fiJll I Certi ficate of Compliance requirsd for Each 101 atCh 101. Unroll al loasl1 circumforone&

PAVING FABRIC SIR I width of roll before sampling. FENCE, ETC.

Contact METS III" I ;) 1=AL. . I T to' I:: tl

JOINT S~UNG

COM~Utm 2· I·Lofeach I I sample from each COMPOUENT componenl oompone nt of gach bairn POLYS UL~IDE

POLYURETHANE

!.IQPPI NG ASP HALT '-L Each 101

Table 6-1.11 M


California D




6-1.28

For bridge or majOf structura. send an

Complianca wHh unopaned 20-L C3 n. Un us9d portion of 2O-l sam pie will be PAIlIl FOf miscallaneous Each l:atch rgtumed to job. See Section 6-2 in this specifications pointing. 1-l (see manual. If less Ihan 75-L. &ge tlote( I ).

Section 6-2 in this manual)

PAVEMENT MARKERS 20 Markers 1 sample (20 mai1lers) Sample and test if not previously from gach lot of 10.000 inspected at the 9JtJrtQ

PLASTlc corl DUIT 50 mm long from 2 samples each size canterof length RAISED BARS

1 unit or full sim bar Each lot (PRECAST)

REINFORC ING STEEL .L samp as v:!5m

As n9cassary for Sample and tgsi a job sHe GXcapt 1m or #14 & acx:eptanca #18

STEEL PRODUCTS I...O~lacl I'll ~ I ;::, lor I...O~~~~~~: JOf ;::,ample ana lEIS! Rr'lOl previous y

Instructions Inspected at thQ9JtJrtQ STRUCTURAL STEEl 2 samples, 0.75 m Each heat or meft Of 10 AND MI SCELLANEOUS cu t j:1ilrallelto

lOON AND STEEL dif9ction of roNing tonnes or fraction

WATER-PROOfiNG AST" 1 m of asphalt Meshes of fabric shall be substantially

MATERIALS 01 73 saturalBd cotton 1 sample from gach bt 0,., fabrft

ASTM 2.5 kg of asphalt Contractor's stock must be kept covered 044' ASTM

l -L of asphalt p!imQf 041 WIRE MESH

1 m' Each 10 tonfIQS or fractioo REINFORCING P9r special Per special provisions Of

WIRE ROPE OR CABLE provisions Of as as instructed, at tirT19 of instructed "" Nota.

11 J RB5l:ienl 81l111M1 Pm1 a~1 on me Da SIS 01 'ot5U3laxall1ruDon plO'tIlil'l me 51lJJCS IlilS rtD!ll11f!/ fIInl\l1ll\1 sml:lI 11\11[(111 n .md 10 te SB!I5tlclory lI1C1er 1M namal ! lI'1Iplll,:) Bn:lIB5Hng JTOO!!(IurOlior me Dlll'IrtnBll PlaJIIRlYoonl mllneer'!l .... nl HI ~p'lMIlln me p-t4ec1 nle .

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Table 6-1.11 M


California D




6-1.29

july 2001 - caltrans - state of california

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