BCM 90-4.0, Concrete Mix Design Database - California Department Of .

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BRIDGE CONSTRUCTION MEMO 90-4.0 SECTION 90-CONCRETE September 30, 2014 Page1 of 5 Concrete Mix Design Database The Materials Engineering and Testing Services (METS), Office of Structure Materials has developed a Concrete Mix Design Check Program that stores mix designs in a database. The Concrete Mix Design Check Program verifies that the materials in the concrete mix design meet contract specifications 1. As the database is populated, the Structure Construction (SC) Structure Representatives may save time when a concrete mix design submittal duplicates a previously checked concrete mix design. This database will enhance the Department’s ability to analyze the effect of using a specific material, e.g., aggregate from a specific source or a manufacturer’s blended cement as well as identify common components of mix designs when material research is occurring. A volume based concrete mix design check program is available for use on the Structure Construction (SC) Intranet 2. At this time the Concrete Mix Design Check Program verifies the concrete mix design meets the contract specifications, but does not perform volume based calculations. The program is being modified to perform volume based calculations, until then, it is necessary to perform use both programs. When checking concrete mix designs, SC Structure Representatives are to use the Concrete Mix Design Check Program. Prior to starting the program, it is helpful to fill out the Concrete Mix Design Submittal Checklist, Form SC-4303, as shown in Attachment No. 1. Then proceed as follows: 1. Open the following link: http://onramp.dot.ca.gov/hq/esc/mets/structure materials/ 2. Start the Concrete Mix Design Check Program by inputting the Contract Number (District EA, xxxxxxx4 or Project ID, 10 digits EFIS No.) for your project in the Projects field and click Go. If the EA is not recognized, contact the local Structure Materials Representative for assistance. 3. Click on the Concrete Mix Designs tab. 4. Check the list of approved mix designs for that specific project to see if your mix design has already been approved or not. 5. To check a new Mix Design: 6. Enter j2guest in the User ID field and enter “guest” in the password field. 7. Click on the Concrete Mix Designs tab. 8. Click on the Add a new concrete mix design for this project bar. 9. Begin by entering data into fields on each tab and save data before moving to the next tab. Tab subject headings are listed below: - SSPs - Cement - Aggregates - Admixtures - Cast in Place - SCM - Gradation - Water 1 2 2010 Standard Specifications, Section 90, Concrete. .htm BRIDGE CONSTRUCTION RECORDS & PROCEDURES M ANUAL VOLUME II

10. Remember to click Save before opening a new information tab. 11. The related equation check results are available by clicking on the last tab, Results. A final report is available by clicking on the View Report link at the top of the results page. Both documents can then be printed for the project records. If issues should arise during the use of the concrete mix design program, contact your Structural Materials Representative (SMR). 3 3 df BRIDGE CONSTRUCTION RECORDS & PROCEDURES M ANUAL BCM 90-4.0 ATTACHMENT NO. 1 09/30/14 PAGE 2 OF 5

STATE O F Z.ALT-JF.M J i . CCPW iTW CK” « T T A H S F T I M T H hi CONCRETE MIX DESIGN SUBMITTAL CHECKLIST n w i m irv. jo ." -i; Tbe mii; dfliisn ch- iL TirosjuL x e q u K d A O e d ciactriil intorourL-iD that could, t e o m jlw iie i n i e i [he iu'Dourral L; p ie p ite i. TTua rev.ew proEEii l-ihIm ibonEE-sd by o t d e tL-e fo Jo w icz checklisi id- riri-i Contract« at clu [raioitiiniElKHi meeimE aodoH eg L i cbEckliM as :i\ ir .n jl chEds d a a m d e a p jt-cdrraL Li recalled A) CONCRETE USAGE O ïù O Is û ï :o ü 4 k ô î i.ïz a T iâ b;-' : : tip r« ; 1 :4 ; n i i r J i ? " If d u u u i k O ïn s O o C is foc ] f pooich. iL it c : b fie» de:*. i ; J i r i n l i r c d j u a’.-aJ i 's Ig ? Is « T - . : t : r d j u ï t t . i . b d e h itut n m ilt dira a v a iL it]»! ï « Ç jY u s F j S d --- D « s ' 4 dara iZiiluri«: n?-D nf IT'-Ti- M ' T in r a ' J f — sor anâ z - z zvà —v., 7bv lisn, w u ù L T f i u d . a L iiu d jc a ï n d iz-.v. Pcüczaooii c: ; .uzio if apf j : T a « sir M 'ü N i' I T a « ¡.et i4diüs asJ. n ü ç û ÜJ : M4d c v L n d v :. B)CE11ENT O Y «C N o Cm AuLhciiaed M iiErtil L l sc ? O V esG N o 'Coofomii re-AS TV C-] 50? O Y esD N o If Type E. IIL or V PcnlacdCeiueci d w i itcjODcdD m sas û ü b 50% 'by e u ss c-f alkali n A m b ? AuikIdve E an iio D .50c'-j7 If Type E Portland Cemtm doa; IricilcnuL SLbcils Conran: n c t t i 0 Yes O N o 0 Yes O N o C) BLENDED CEMENT O T e s QW b BIe l J eg ¡lemenr uied" iTFNo, ¿tip to D) O V esQ N o BlELdid Ceme-nl Materials do Airttwrized N rsrijI U ; r" D) SUPPLEMENTARY CÜ1ENTTTTÜL'& 1LATEELAL3 (SCU ’s) AU SC M s od AjibodjBd Miier.aL Lisf? O Te O n* D -lj FLY ASH Is FfrHshUi&i- Of Ho. a k ç to D-Ü) Meei* AASKTQ M395. CLis e F? O Y esC H o O T e O N o C Y e: C H Alkaü iDinl (eypceïBidis eqrïiaLauN iÆ -O.G iB ï j j ) k d u ie d ? CaO c o l i e d i io :]' jie -1 7 o O Yes O n o D-2) ULTRA FINE FLYASE C Y esO N o C Y esC N o L Ulrra Fire FL bJi jsed" (If Nol sirs 1o E-3] Meei* AASKTQ M295. CLise F? C Yes C n o jjijlfir Trtoüdfi [SO .) cocracr iüdjded.7 O Y esC N o L a ij o g iz e ih o c % LcIudEd'' F « n 3 C 4 5 Q 3 . O o r a e l e M x Deelgr SuoirtUd C recfcl si Br id g e Co n s t r u c t io n Re c o r d s & Pr o c e d u r e s Ma 1 if 3 n u a l At BCM 90-4.0 No . 1 09/30/14 Pa g e 3 o f 5 t a c h m en t

D-2) ULTRA FINE FLYASH O Y esO N o Alkali total (expressed as equivalent NaiO (0.658 Ka 2) included? O Y csO N o Particle size distribution included? O Y esO N o Strength Activity Index included? O Y e sÜ N o Expansion at 16 days via ASTM Cl 567 included? D-3) RAW OR CALCINED NATURAL POZZOLAN O Y esO N o O YesONo Is Raw or Calcined Natural Pozzolan used? (If No, skip to D-4) Meets AASHTO M295, Class N? O Y esO N o Alkali total (expressed as equivalent Na20 0.658 Kao) included? Ca() content included? O Y esO N o D 4) METAKAOLIN 0 YesQNo 0 YesQNo O Y esO N o Is Metakaolin used? (If No, skip to D-5) Meets AASHTO M295, Class N? Silicon dioxide (SiOi) and Aluminum Oxide (AI2O3) content included? O Y esO N o Calcium Oxide (CaO) content included? O YesONo Sulfur trioxide (SO3) content included? O Y esO N o Ix)ss on ignition included? O Y esO N o Alkali total (expressed as equivalent N ajO t 0.658 Ka2) included? O Y esO N o Particle size distribution included? O Y e sO N o Strength Activity Index included? D 5) GROUND GRANULATED BLAST FURNACE SLAG (GGBFS) O Y e sO N o O Y esO N o Is Ground Granulated Blast Furnace Slag Used? (If No, skip to D-6) AASHTO M302 Grade 100 or 120? D 6) SILICA FUME O Y es0N o O Y esO N o 0 Yes O No Is Silica Fume used? Meets AASHTO M307? Reduction in mortar expansion included ? E) AGGREGATE 0 YesONo O Y esO N o O Y esO N o Are the coarse and fine aggregates on the innocuous aggregates list? Are proposed gradation(s) included? Aggregates on Innocuous Aggregates List? (If Yes, reduced “X ” allowed in the 2010 Standard Specifications, Section 90-1.02B(3), Supplementary Cementitious Materials) E-l) COARSE AGGREGATE O Y esO N o I ,oss via CT 214 included? O Y esO N o Loss in Los Angeles Rattler included (CT 211)? O Y esO N o Cleanness Value included (CT 227)? Page 2 o f 3 Br id i 90-4.0 I No . 1 09/30/14 Pa g e 4 o f 5 At t a c h m ent

Ë-2) FINE AGGREGATE Loss via CT 214 included (* waived if durability index of fine aggregate is O Y esQ N o 60 or greater)? Q Y esQ N o Durability IndeS via CT 229 included (*only necessary if CT 214 does not meet qualifications)? Organic Impurities Results Included (CT 213)? O ïis O N o Sand Equivalent Included (CT 217)? O Yes Q N o F) CHEMICAL ADMIXTURES Chemical Admixture(s) Used (If No, skip to G) o Y esQ N o On Authorized Material List? O Y esQ N o Dosage verified per plans or manufacturer’s recommendations? O Y esQ N o G) AIR ENTRAINING ADMIXTURE Q Y esQ N o Air-Entraining Admixture(s) Specified or Used? O Yes Q N o On Authorized Material List? Q YesQ N o Dosage verified per plans or manufacturer’s recommendations? Page 3 of 3 Br i d g e C o n s t r u c t i o n Re c o r d s & Pr o c e d u r e s M a n u a l BCM 90-4.0 At t a c h m e n t N o . 1 09/30/14 Pa g e 5 o f 5

3. Click on the Concrete Mix Designs tab. 4. Check the list of approved mix designs for that specific project to see if your mix design has already been approved or not. 5. To check a new Mix Design: 6. Enter j2guest in the User ID field and enter "guest" in the password field. 7. Click on the Concrete Mix Designs tab. 8. Click on the Add a .

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