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Delmon Chemical Industries

PAVE-FLEX 140

PAVE-FLEX 140 is a polymeric asphalt modifier used to modify 60/70 penetration-grade asphalt so that the resulting asphalt binder delivers higher-performance paving. The modifier is engineered to improve the asphalt-binder performance envelope supporting rutting resistance, cracking resistance, shoving resistance, stripping resistance, improved adhesion and improved load performance.

Polymer dosage (tested)7.5% / 8.0%
Mixing temperature175–180 °C
Mixing time1.0–1.5 h
Mixing speed300–500 rpm

Source test & mix values — not general execution instructions.

Illustration

Asphalt

Polymer-modified asphalt binder

Accurate technical drawing — not a product photograph

Overview

Polymeric asphalt modifier for upgrading 60/70 penetration-grade asphalt.

PAVE-FLEX 140 is a polymeric asphalt modifier used to modify 60/70 penetration-grade asphalt so that the resulting asphalt binder delivers higher-performance paving. The modifier is engineered to improve the asphalt-binder performance envelope supporting rutting resistance, cracking resistance, shoving resistance, stripping resistance, improved adhesion and improved load performance.

Applications

Where it is used

  • Modification of 60/70 penetration-grade asphalt
  • Higher-performance paving requirements
  • Asphalt-binder performance upgrading

Benefits

Rutting resistance

Cracking resistance

Shoving resistance

Stripping resistance

Improved adhesion

Improved load performance

Technical data

Specification

Product type
Polymeric asphalt modifier / asphalt enhancer
Application
Modification of 60/70 penetration asphalt
Dosage (source)
7.5% and 8.0% polymer by weight (tested)
Mixing temperature (source)
175–180 °C
Mixing time (source)
1.0–1.5 hours
Mixing speed (source)
Stirrer 300–500 rpm for PAVE-FLEX 140 (SBS uses 1000–5000 rpm)
Design intent
Asphalt polymer for rutting resistance; improved asphalt-binder performance

Related industries

Technical evidence

Historical approvals & technical evidence

The four classes below are kept strictly separate: a government approval, a laboratory test, research and comparison work, and a project reference. None of them is merged into a single certificate.

Previously approved/tested for specified applications by the Saudi Ministry of Transport under historical approval letters dated 2016 and 2020.

Historical Ministry Approvals

2
  • CERT-001Historical ministry approvalExpired

    Saudi Ministry of Transport — Factory Products Approval (PaveFlex 140)

    Historical approval: Ministry of Transport approval for the use of PAVE-FLEX 140 at performance grades 70-10, 76-10 and 82-10 with dosages of 3%, 5% and 8.5% in ministry projects. Valid for three years from 23/03/2016 — expired 2019.

    Issuer
    Ministry of Transportation, Materials and Research Department, Kingdom of Saudi Arabia
    Reference
    Outgoing Issue No. 33432/01
    Document date
    23/03/2016 (14/6/1437H)
    Date
    23 Mar 2016
    Expires
    23 Mar 2019
    Request document

    Evidence: Full profile .pdf p.22 (EN certified translation), p.23 (AR original); MASTER_FULL pp.160-161

  • CERT-002Historical ministry approvalExpired

    Saudi Ministry of Transport — Product Approval (PaveFlex 140)

    Historical approval: following testing at the Ministry's Central Laboratory, PAVE-FLEX 140 was approved to reach PG(64H-10) at 2.5%, PG(70H-10) at 5%, PG(76H-10) at 7.5% and PG(76V-10) at 9.5% in ministry projects for two years from 23/03/2020 — expired 2022.

    Issuer
    Transport Ministry (وزارة النقل), Innovation Quality & Environment Center, Kingdom of Saudi Arabia
    Reference
    Outgoing No. 41158 (رقم الصادر 41158)
    Document date
    23/03/2020 (28/07/1441H)
    Date
    23 Mar 2020
    Expires
    23 Mar 2022
    Request document

    Evidence: p.93 (Arabic original on ministry letterhead with barcode)

Laboratory Testing

1
  • CERT-017Laboratory testingSource date unknown

    PMA Comparison Report (PaveFlex 140 versus SBS) — MSCR study

    Laboratory comparison study: PAVE-FLEX 140 versus locally sourced SBS polymer, prepared by Sabr Engineering Consultancy for Delmon Group of Companies, testing PAVE-FLEX 140 at 7.5% and 8.0% against SBS at 4.0% and 4.5% using Ras Tanura and Riyadh refinery 60/70 penetration bitumen, reported against AASHTO T 350 (MSCR), AASHTO M 332, AASHTO T316 and AASHTO T315 criteria. An objective comparison study: it is not an approval, and the study's own summary reports lower Jnr for SBS under standard traffic conditions in some cases.

    Issuer
    Sabr Engineering Consultancy (سبر للاستشارات الهندسية) — Riyadh, CR 1010476982
    Reference
    None (report, not a certificate)
    Document date
    not stated on the report cover
    Date
    Not stated in source
    Expires
    Not applicable
    Request document

    Evidence: Cover p.58; MSCR result tables pp.69-78

Research & Comparison Studies

3
  • CERT-018ResearchHistorical

    Evaluation of Selected Polymers PG76VH-22 — research prepared for the Ministry of Transportation

    Third-party research study prepared for the Ministry of Transportation: Evaluation of Selected Polymers PG76VH-22 by Dr. Otakar Vacin, Associate Professor, CTU (Rajab 17, 1441H), comparing the effect of polymer-modified bitumen on a PG64 base asphalt at different loading levels against Ministry of Transportation requirements for the Kingdom of Saudi Arabia. A research study prepared for the Ministry — it is not a Ministry approval.

    Issuer
    Dr. Otakar Vacin, Associate Professor, CTU (Czech Technical University)
    Reference
    None (research report)
    Document date
    Rajab/17/1441H (approx. 11/03/2020)
    Date
    Rajab/17/1441H (approximately 11 March 2020)
    Expires
    Not applicable
    Request document

    Evidence: pp.85-86

  • CERT-020External research (cited)Historical

    King Saud University research thesis — rheological properties of local polymers

    Cited external research: a 2016 King Saud University thesis by Ali Babalghaith tested six locally used polymers including PAVE-FLEX 140 and reported higher penetration and softening points and a higher G-star over sin-delta versus SBS KTR 401, indicating higher rutting resistance. Cited from our own report; the original thesis is not held in our documentation set. This is external, cited research — it is not an approval of any Delmon product.

    Issuer
    King Saud University (thesis by Ali Babalghaith)
    Reference
    None
    Document date
    2016 (thesis year)
    Date
    2016
    Expires
    Not applicable
    Request document

    Evidence: p.29 (cited within the Delmon PMA report)

  • CERT-021External research (cited)Historical

    Arizona State / ADOT study on AASHTO MSCR adoption (cited)

    Contextual external research: an August 2019 Arizona study evaluating adoption of AASHTO T 350 (MSCR) and AASHTO M 332 performance-graded binder standards under climatic conditions comparable to the Kingdom. Market and technical context only — it concerns neither Delmon nor PAVE-FLEX specifically, and it is not an approval of any Delmon product.

    Issuer
    Arizona State study for the Arizona Department of Transportation
    Reference
    None
    Document date
    08/2019 (study date)
    Date
    2019-08
    Expires
    Not applicable
    Request document

    Evidence: pp.29-30 (cited within the Delmon PMA report)

Project References

1
  • CERT-019Project referenceHistorical

    PAVE-FLEX 140 — PG / MSCR project reference register

    Supply track record: PAVE-FLEX 140 used across road projects in Riyadh, Eastern, Al Jouf, Jizan, Northern and Makkah regions in 1439-1440H at grades RPP 70H-10, RPP 70S-10, RPP 76S-10, PROC 70H-10, PROC 70S-10, PROC 825-10, Red Sea 70H-10 and Rwafid AlHqol 765-10. Presented with its date range: the Ministry approvals referenced in the source tables have since expired, so this register records past supply only and does not describe the product's approval status today.

    Issuer
    Delmon-prepared project tables (contractors, projects, regions, PG grading)
    Reference
    None (project register)
    Document date
    no document date (project register)
    Date
    Hijri years 1439-1440 (approximately 2017-2019)
    Expires
    Not applicable
    Request document

    Evidence: pp.50-54 and p.82; see also MASTER_FULL pp.151-153 and p.162

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